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MAINTENANCE MEMORANDUM OF AGREEMENT - COURTNEY CAMPBELL CAUSEWAY (SR 60) PEDESTRIAN BRIDGEMOA # 01-2024 Maintenance Memorandum of Agreement Courtney Campbell Causeway (SR 60) Pedestrian Bridge City of Clearwater And Florida Department of Transportation CITY OF CLEARWATER ("CITY"), and the FLORIDA DEPARTMENT OF TRANSPORTATION ("DEPARTMENT"), enter into this Maintenance Memorandum of Agreement on this day of _ , 2024. 1. The CITY acknowledges that the DEPARTMENT will require the CITY to maintain the aesthetic features of the Pedestrian Bridge Project, as depicted in the construction plans and Specifications of F.P.I.D. # 437498-1-52-02 attached as Exhibit "A", in perpetuity, according to the DEPARTMENT standards, which include, but are not limited to, the Americans with Disabilities Act, Design Standards, and the Standard Specifications, and as amended from time to time. 2. The CITY'S maintenance activities shall include, but not be limited to: fencing- wire mesh, expanded metal and pre -formed metal in direct support of the signage, and associated LED lighting, removal of graffiti, handrail -guardrail, bike racks, benches, trash receptacles and any other aesthetic features and components of the Pedestrian Bridge. The CITY shall sweep and remove litter within the Project limits which is denoted in the Construction Plans. 3. The CITY shall use custom paint, reactive stain and coatings on railings, bridge structures and all components on the Pedestrian Bridge. Repairs to any features shall be in kind and to DEPARTMENT standards. The CITY shall maintain aesthetics and repair any cosmetic damage to the Pedestrian Bridge at its sole cost and expense, in a good and workmanlike manner, and with reasonable care. 4. The DEPARTMENT shall inspect and repair structural damage to the entire bridge structure over SR 60 (Courtney Campbell Causeway) within the Pedestrian Bridge Project located within the Departments right of way according to the DEPARTMENT Standards. 5. Any requests for additional maintenance shall be the responsibility of the CITY. 6. The CITY shall pay utility bills for lighting if they are associated with the Pedestrian Bridge. 7. The CITY shall conduct routine inspections of the Pedestrian Bridge to ensure that all safety deficiencies are addressed. Page 1 of 3 MOA # 01-2024 8. If at any time the CITY has not performed the maintenance responsibility on the pedestrian bridge project in accordance with this Agreement, the DEPARTMENT shall have the option of (a) notifying the CITY of the deficiency with a requirement that it be corrected within a specified time; or (b) the DEPARTMENT may perform the necessary maintenance at the CITY'S sole cost and expense, and send an invoice to the CITY, equal to the cost incurred by the DEPARTMENT for such maintenance. Any action taken by the DEPARTMENT does not relieve any obligation of the CITY under the terms and conditions of this Agreement. Failure to perform maintenance of the Pedestrian Bridge Project in accordance with this Agreement may impact DEPARTMENT funding participation in future CITY projects. Page 2 of 3 MOA # 01-2024 IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed the day and year first above written. CITY OF CLEARWATER, FLORIDA Bri5n Aungst Sr. Mayor Date: 'load] 0 / _,-0,21 (4 Approved as to form: Lead Assistant City Attorney Page 3 of 3 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION By: Print Name: Francis Lewis, P.E. Title: Director of Transportation Operations, District Seven Date: Attest: Date: Executive Secretary (SEAL) Legal Review: Date: Office of General Counsel, District 7 if! Poirrier City Manager Attest: Rosemarie Call City Clerk Exhibit A Construction Plans and Specifications of F.P.I.D. # 437498-1-52-02 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION INDEX OF ARCHITECTURAL PLANS SHFFT TYPF SHFFT NUMRER SHEET NAME GENERAL AG -000 GENERAL AG -001 GENERAL AG -002 STRUCTURAL A5-001 STRUCTURAL A5-100 STRUCTURAL A5-101 STRUCTURAL AS -102 STRUCTURAL AS -103 STRUCTURAL AS -109 STRUCTURAL AS -105 STRUCTURAL A5-200 STRUCTURAL A5-201 STRUCTURAL A5-202 STRUCTURAL A5-203 STRUCTURAL AS -300 STRUCTURAL AS -301 STRUCTURAL AS -302 STRUCTURAL A5-400 STRUCTURAL A5-401 STRUCTURAL AS -402 STRUCTURAL AS -403 STRUCTURAL A5-404 STRUCTURAL AS -405 ARCHITECTURAL AA -100 ARCHITECTURAL AA -101 ARCHITECTURAL A4-102 ARCHITECTURAL AA -102.1 ARCHITECTURAL A4-201 ARCHITECTURAL AA -202 ARCHITECTURAL M-203 ARCHITECTURAL M-204 ARCHITECTURAL M-205 ARCHITECTURAL M-206 ARCHITECTURAL M-207 ARCHITECTURAL M-301 ARCHITECTURAL M-401 ARCHITECTURAL M-501 ARCHITECTURAL AA -502 ARCHITECTURAL M-503 ARCHITECTURAL M-901 ELECTRICAL AE -001 ELECTRICAL AE -002 ELECTRICAL AE -101 ELECTRICAL AE -201 ELECTRICAL AE -301 ELECTRICAL AE -601 ELECTRICAL AE -701 ELECTRICAL A7-702 TOTAL SHEETS: 48 KEY SHEET SIGNATURE SHEET GENERAL NOTES STRUCTURAL NOTES OVERALL BRIDGE PLAN BRIDGE DECK LEVEL I50 - BRIDGE (1) BRIDGE CANOPY (II BRIDGE TOP OF TRUSS (1) BRIDGE TOP OF TRUSS (2) BRIDGE ELEVATIONS (1) BRIDGE ELEVATIONS (2) BRIDGE ELEVATIONS (3) BRIDGE ELEVATIONS (4) 150 - BRIDGE CANOPY BRIDGE CANOPY (I) I50 - BRIDGE (2) STEEL TRUSS DETAILS (1) STEEL TRUSS DETAILS (2) STEEL TRUSS DETAILS (3) STEEL TRUSS DETAILS (4) STEEL TRUSS DETAILS (5) OVERLOOK CONNECTION DETAILS OVERALL SITE PIAN FLOOR PLAN ROOF PLAN ENLARGED ROOF PLAN OVERALL ELEVATIONS OVERLOOK ELEVATIONS OVERPASS ENLARGED ELEVATION (1) OVERPASS ENLARGED ELEVATION (2) OVERPASS ENLARGED ELEVATION (3) ENCLOSURE MATERIALS (1) ENCLOSURE MATERIALS (2) SECTIONS ENLARGED PLANS DETAILS (1) DETAILS )2) DETAILS (3) PERSPECTIVES ELECTRICAL GENERAL NOTES, SYMBOL LEGEND AND LUMINAIRE SCHEDULE LUMINAIRE SCHEDULE AND CUT SHEETS ELECTRICAL PLAN OVERPASS ELEVATIONS - LIGHTING PHOTOMETRIC PUN ELECTRICAL RISER DIAGRAM ELECTRICAL DETAILS (1) ELECTRICAL DETAILS (2) CONTRACT PLANS FINANCIAL PROJECT ID 437498-1-52-02 FINANCIAL PROJECT ID 437498-1-52-01 (FEDERAL FUNDS) PINELLAS COUNTY (15040) ARCHITECTURAL PLANS SR 60 (COURTNEY CAMPBELL CAUSEWAY) THIS PROJECT TO BE LET TO CONTRACT WITH FINANCIAL PROJECT 1D(5): 437498-1-56-01 PROJECT LOCATION LL '.*NIfilli IN AtTSTME 1 VI" M MERGE ARCHITECTURAL PLANS ARCHITECT OF RECORD: ERIC LUTTMANN, AIA LICENSE NUMBER AR 97111 WGI, INC. 3111 W. DR. MARTIN LUTHER KING .IR. BLVD. SUITE 375 TAMPA, FL 33607 VENDOR 40. 7650271367001 FDOT PROJECT MANAGER: D(NYAR SHARIFABAD, PE PHASE IV SUBMITTAL NOVEMBER 2023 CONSTRUCTION CONTRACT NO. FISCAL YEAR DWG NO. SHEET NO. T7532 24 AG -000 IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER R THIS SIGNED A.'G • IUT). ..4) �j 1-Q-441:'.. Q�� / y: 01 Z :y I ON THE R / PRINTED ' F--. (C� '.. AR9]1 : V� AND : �:Q ON ANY \ I ��\� `` ELVD, THE ABOVE NAMED REGISTERED ARCHITECT SHALL SHEETS 1N ACCORDANCE WITH RULE 6101-16.005, F.AC. SHFFT TYPF twin N0. 1(80 NAMF ITEM HAS BEEN DIGITALLY AND SEALED BYSIGNED DATE ADJACENT TO THE SEAL COPIES OF THIS DOCUMENT ARE CONSIDERED SIGN AND SEALED THE SIGNATURE MUST BE VERIFIED ELECTRONIC COPIES. SA% AMAR9711136073111 W. DR. MARTIN LUTHER KING JR SUITERIC 375, BE RESPONSIBLE FOR THE FOLLOWING SHEET PLAN ROOF PLAN ELEVATIONS ENLARGED ELEVATION (1) ENLARGED ELEVATION (2) ENLARGED ELEVATION (3) MATERIALS 11) MATERIALS (2) PLANS ,.`-: 20 - ' ' THIS ITEM e.\-\pENgFA;-O�t' z, No. 76797 : : ON THE *. * 1*E. PRINTED ; NOT CONSIDERED �., STATE OF '� AND THE •t ON ANY #P1.' COR 10tl" \�., WGL INC. VISTA ',,,SSF...........O,`G,,, CWEST PALM HRISTOPHEREBCLAfORiE THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE SHEETS IN ACCORDANCE WITH RULE 61015-23.004, F.A.C. SHFFT TYPE PWS NO DWG RAMS HAS BEEN DIGITALLY AND SEALED BY DATE ADJACENT TO THE SEAL COPIES OF THIS DOCUMENT ARE 5109 AND SEALED SIGNATURE MUST BE VERIFIED ELECTRONIC COPIES. PARKWAY''S�..NA P, E. N0. 76797 RESPONSIBLE FOR THE FOLLOWING PLAN LEVEL (1) (2) TRUSS (11 TRUSS (21 (11 (2) (3) (4) CANOPY (i) (2) DETAILS (1) DETAILS (2) DETAILS (3) DETAILS (4) DETAILS (5) DETAILS THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY o..• `•�GENS'1F'Y�sO': 47 No 40858 :2 ' ON THE DATE ADJACENT TO THE SEAL * * ••*: PRINTED COPIES OF THIS DOCUMENT ARE '''0 STATE OF 1� NOT CONSIDERED SIGN ANO SEALED , 70(,;•••••7AND THE SIGNATURE MUST BE VERIFIED . '• ON ANY ELECTRONIC COPIES. ''i S `O. Fz. 0:q:•G\c•,WCI. INC. ,�2035 P E ANOF 4085873111 W. DR. MARTIN LUTHER KING 1 R. j.. ;,\5,` LVD, SUBERTITE375. TAMPA, THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS /N ACCORDANCE WITH RULE 6101S-23.004, F.A.G. SHFFT TYPE PW0 NO PWG NAME AND GENERAL AG -000 KEY SHEET GENERAL AG -001 SIGNATURE GENERAL AG -002 GENERAL NOTES ARCHITECTURAL AA -100 OVERALL SITE ARCHITECTURAL AA -101 FLOO9 PLAN ARCHITECTURAL AA -102 ROOF PUN ARCHITECTURAL AA -701.1 ENLARGED ARCHITECTURAL AA -201 OVERALL ELEVATIONS ARCHITECTURAL AA -201 OVERLOOK ARCHITECTURAL AA -203 OVERPASS ARCHITECTURAL AA -204 OVERPASS ARCHITECTURAL AA -205 OVERPASS ARCHITECTURAL AA -206 ENCLOSURE ARCHITECTURAL 49-207 ENCLOSURE ARCHITECTURAL AA -301 SECTIONS ARCHITECTURAL 84-401 ENLARGED ARCHITECTURAL AA -501 DETAILS (1) ARCHITECTURAL A4-502 DETAILS (2) ARCHITECTURAL AA -503 DETAILS (3) ARCHITECTURAL AA -901 PERSPECTIVES GENERAL AG -001 SIGNATURE SHEET STRUCTURAL A5-001 STRUCTURAL NOTES STRUCTURAL A5-100 OVERALL BRIDGE STRUCTURAL A5-101 BRIDGE DECK STRUCTURAL AS -102 150 - BRIDGE STRUCTURAL A5-103 BRIDGE CANOPY STRUCTURAL A5 -I04 BRIDGE TOP OF STRUCTURAL A5-105 BRIDGE TOP OF STRUCTURAL A5-200 BRIDGE ELEVATIONS STRUCTURAL A5-201 BRIDGE ELEVATIONS STRUCTURAL 45-202 BRIDGE ELEVATIONS STRUCTURAL A5-203 BRIDGE ELEVATIONS STRUCTURAL A5-300 750 - BRIDGE STRUCTURAL AS -301 BRIDGE CANOPY STRUCTURAL AS -302 I50 - BRIDGE STRUCTURAL A5-400 STEEL TRUSS STRUCTURAL AS -401 STEEL TRUSS STRUCTURAL AS -402 STEEL TRUSS STRUCTURAL AS -403 STEEL TRUSS STRUCTURAL A5-404 STEEL TRUSS STRUCTURAL AS -405 OVERLOOK CONNECTION GENERAL AG -001 SIGNATURE SHEET ELECTRICAL AE -001 ELECTRICAL GENERAL NOTES. SYMBOL LEGEND LUMINAIRE SCHEDULE ELECTRICAL AE -101 ELECTRICAL PLAN ELECTRICAL AE -201 OVERPASS ELEVATIONS - LIGHTING ELECTRICAL AE -301 PHOTOMETRIC PLAN ELECTRICAL AE -601 ELECTRICAL RISER DIAGRAM ELECTRICAL AE -701 ELECTRICAL DETAILS (1) ELECTRICAL AE -702 ELECTRICAL DETAILS (2) No. i Date J Issue / Revision ER/CLUTTMANN, A/A AR 97/72 4661, /NC 3111 (6 OR. MART/N LUTHER K/N6 JR. MVO. SU/TE 375ROAD TAMPA FL 33607 ARCHITECT BUS/NESS L/CENSE NO.: A476003774 STATE OF FLORIDA DEPARTMENT OFTRANSPORTATION SIGNATURE SHEET DWG NO. AG -001 N0. COUNTY _ FINANCIAL PROJECT ID SHEET NO 5R 60 PINELLAS 437498-1-52-02 THE OFFICIAL RECORD OF THIS SHEET I5 THE ELECTRONIC FILE DIGIT SYMBOLS LEGEND ON DRAWN BUILDING CODES LIST GENERAL NOTES IN THIS IN THE PROVISIONS OF ALL OF AND TO 45 APPLICABLE CONTACT CORROSION, FRAMING TYP. PURPOSES UUE TO SEE SHEETS FOR SPECIFIC A4j0j DRAWING NUMBER SEQUENCE \\ LOCATION / SHEET DISCIPLINE / OR W/NC- MUYBER SYMBOLS TYPE DRAWING TYPE I RRIni 1 4 SHEET 3 WHICH ELEVATION 15 ELEVATION 0804 C•DYPILA FF ALL WORK SNAIL BE PERFORMED 1N STRICT ACCORDANCE WITH 1. ALL WORK SHALL BE PERFORMED /N STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE CODES AS LISTED DRAW/NG SET. 2. IN 5014E CASES, THE REQUIREMENTS SET FORTH CONSTRUCTION DRAWINGS AND TECHNICAL SPECIAL EXCEED THE MINIMUM REQUIREMENTS OF THE CODE. 3 COORDINATE THE SEQUENCING AND EXECUTION RA075 IN STRICT CONFORMANCE WITH THE REQUIREMENTS AT L CONSTRUCTION DRAWINGS AND CONTRACT DOCUMENTS. 4. PROTECT THE PUBLIC FROM CONSTRUCTION ACTIVITIES PROVIDE FORA SECURE CONSTRUCTION SITE. 5. PERFORM ALL WORK WITH 578177 ADHERENCE MANUFACTURERS' STANDARD INSTALLATION INSTRUCTIONS, WELL AS PER ENGINEERED SYSTEM/ASSEMBLY OR PRODUCT APPROVAL. 6. ASSURE MATERIALS AND SYSTEMS COMPATIBILITY THROUGHOUT, TYPICAL. 7. PROVIDE MEANS AND METHODS TO ELIMINATE BETWEEN DISSIMILAR METALS CAUSING GALVANIC TYPICAL. 8. PROVIDE RECOMMENDED ARCHITECTURAL STEEL SPLICE LOCATIONS FOR MULTI -DISCIPLINARY REVIEW. 9. REFER TO ALL PLANS AND OTHER CONTRACT DOCUMENTS FROM OTHER DISCIPLINES FOR ADDITIONAL INFORMATION, 10. ALL 30 IMAGES ARE SHOWN FOR ILLUSTRATIVE ONLY. THEY ARE NOT INTENDED FOR USE IN CONSTRUCTION AND DETAILING OF THE PROJECT. 11. THE SCALE OF THESE PLANS MAY HAVE CHANGED REPRODUCTION. THE THF FOIIOW/N6 COnF S' 2023 - STANDARDS 2023 - ENERGY 2023 - ACCESSIBILITY EDITION (2023). TO NEPA 1 AND AS REQUIRED BY DOCUMENTS FROM CODE INFORMATION, TY P. - FLORIDA BUILDING CODE 8TH EDITION. INCLUDING CHAPTER 35 REFERENCED - FLORIDA BUILDING CODE 8171 EDITION, CONSERVATION -FLORIDA BUILDING CODE 8TH EDITION. FLORIDA FIRE PREVENTION CODE - 8TH INCLUDING FLORIDA SPECIFIC AMENDMENTS NFPA 101. AND HAVE ANY LOCAL AMENDMENTS THE AUTHORITY HAVING JURISDICTION. REFER TO ALL PLANS AND OTHER CONTRACT OTHER DISCIPLINES FUR ADDITIONAL I NORTH ARROW I STRUCTURAL 2 SHEET ON WHICH ELEVATION IS DRAWN EXTERIOR ELEVATION LNTERIOR REFERENCE TAS C INF BUILDING SECTION NUMBER ARROW & TAIL DIRECTION OF <A:C SECTION SECTION SHEET ON WHICH SECTION IS DRAWN BUILDING SECTION REFERENCE WALL SECTION NUMBER ARROW & TAIL DIRECTION OF INDICATE SECTION SHEET ON WHICH SECTION IS DRAWN WALL SECTION / DETAIL 807444NCE I DETAIL NUMBER 1 SECTION ON WHICH I5 DRAWN I 1 I‘31l, SHEET SECT/ON DETAIL CAL LOUT REFERENCE Room Name OA WJNd1W TAG 7467781 0-0000 < NET 5F 1100Y TAG DODR.IAG A 0 E REVISION TAU NQIE TAG EQUIPMENT LEVEL N, AME BFF LEVEL A _ _ _ ALM CJ r `/ D-0 SPOT FI FVATION I FVFL HEAD ■ fly O 7 N 8' GRAPHIC SCALE CQLIIRQL JQINT No. 1 Date 1 Issue / Revision ER/CLUTTMANN, A/AAR J INC. 3/1/ W. OR. HART/N LOWER 0/N6 JR. 8170. SU/TE 375ROAD TANRA FL 33607 ARCH/TEC, BUS/NESS L/CENSE NO.: AA26003274 STATEOFFLORIDA DEPARTMENT OFTRANSPORTATION GENERAL NOTES DWG NO. AG -002 80. COUNTY FINANCIAL PROJECT ID SHEET NO. 5R 60 PINELLA5 437498-7-52-02 THE OFFICIAL RECORD OF THIS SHEET I5 THE ELECTRONIC FILE DIGIT F1E$1GN CRITERIA I. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (4450970)."LAFD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS. LUMINAIRES. AND TRAFFIC SIGNALS' (1ST EDITION). 2. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (4451170), "LAM BRIDGE DESIGN SPECIFICATION' (9TH EDITION). 3. FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (FY 2023-241. 4 LOADING: A. DEAD LOAD: SELF -WEIGHT 8, WIND LOAD: DESIGNED WIND LOADS WERE /N ACCORDANCE WITH THE COURTNEY CAMPBELL CAUSEWAY TRAIL WIND CLIMATE AND 517E EXPOSURE REPORT BY RWDI DATED JUNE 16, 2023 (RWD! W 2205889) AND THE COURTNEY CAMPBELL CAUSEWAY TRAIL CLADDING WIND LOAD STUDY REPORT BY RW0! DATED JUNE 16, 2023 (RWD! W2205889). BASED ON SITE SPECIFIC STATISTICAL WIND CLIMATE ANALYSIS A 142 MPH (3 SECOND 6057) 19 OPEN TERRAIN WIND SPEED WAS USED 16 WIND TUNNEL MODELING. C. FUTURE EXPANSION: NO PROVISION HAVE BEEN MADE FOR FUTURE VERTICAL OR HORIZONTAL EXPANSION OF THE STRUCTURE. DENF6A1 FONDIRON 1. IT I5 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN ALL CONTRACT DOCUMENTS AND LATEST ADDENDA AND TO SUBMIT 511111 DOCUMENTS TO ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS PRIOR TO THE SUBMITTAL OF THE SHOP DRAWINGS. 2. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, AND EXCEPT WHERE SPECIFICALLY SHOWN, DO NOT INDICATE THE MEANS AND METHODS OF CONSTRUCTION. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, SAFETY, OSHA COMPLIANCE, TECHNIQUES. AND 5E011E91E5. THE GENERAL CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE DUALITY AND CORRECTNESS OF THE WORK. 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS , ARCHITECTURAL PLANS. AND STRUCTURAL PLANS PREPARED BY KI5INGER CAMP & ASSOCIATES CORPORATION (KLA) FOR FOOT FINANCIAL PROJECT ID 437498-1-52-01 AND FDOT FINANCIAL PROJECT ID 437498-1-52-02. 4. ANY REFERENCE TO STRUCTURAL DRAWINGS REFER TO THE STRUCTURAL DRAWINGS PREPARED BY KCA FOR FDOT FINANCIAL PROJECT /D 437498-1-52-01 AND FDOT FINANCIAL PROJECT ID 437498-1-52-02 5. ANY REFERENCE TO SIGNING AND PAVEMENT MARKING PLANS SHALL REFER TO THE SIGNING AND PAVEMENT MARKING PLAN5 PERPARED BY COMPREHENSIVE ENGINEERING SERVICES, INC. FOR FDOT FINANCIAL PROJECT 1D 437498-1-52-01 AND FDOT FINANCIAL PROJECT ID 437498-1-52-02. 6. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS AND COORDINATE WITH THE CONTRACT DOCUMENTS AND SHOP DRAWINGS. 7. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO CONSTRUCTION AND FABRICATION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE CONSTRUCTION. 8. THE STRUCTURE HAS BEEN DESIGNED FOR THE LOAD IDENTIFIED WITHIN THESE STRUCTURAL DRAWINGS THAT ARE ANTICIPATED 70 BE APPLIED TO THE FINAL STRUCTURE ONCE COMPLETED AND OCCUPIED. THE GENERAL CONTRACTOR SHALL NOT OVERLOAD THE STRUCTURE DURING CONSTRUCTION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING THE ADEQUACY OF THE STRUCTURE TO SUPPORT ANY APPLIED CONSTRUCTION LOADS, INCLUDING THOSE DUE TO CONSTRUCTION VEHICLE OR EQUIPMENT, MATERIAL HANDLING OR STORAGE, SHORING OR RE5HOR/NG, OR ANY OTHER CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL SUBMIT CALCULATION SIGNED AND SEALED BY A PROFESSIONAL ENGINEER VERIFYING THE ADEQUACY OF THE STRUCTURE FOR ANY PROPOSED CONSTRUCTION LOADS. THE 7690940799 I5 RESPONSIBLE TO ENGAGE A LICENSED DESIGN PROFESSIONAL TU CHECK THE STRUCTURE FOR ANY CONSTRUCTION ACTIVITY LOADS APPLIED TO THE 578617380 DURING CONSTRUCTION. 7. ALL WORK SHALL 8E DONE IN ACCORDANCE WITH ALL PERTINENT LOCAL. STATE, AND FEDERAL BUILDING REGULATIONS. 8. SHOP DRAWINGS: A. THE GENERAL CONTRACTOR SHALL REVIEW EACH SUBMITTAL BEFORE FORWARDING TO THE ARCHITECT AND ENGINEER. B. THE ENGINEER OF RECORDS REVIEW 15 ONLY FOR CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND COMPLIANCE WITH THE INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS. THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR 0/MEN5/089 TO BE CONFIRMED AND CORRELATED AT THE SITE; FOR INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION, PROCESSES, OR THE MEANS, METHODS, TECHNIQUES. SEQUENCES. AND PROCEDURES OF CONSTRUCTION: AND FOR COORDINATION OF THE WORK OF ALL TRADES. THE ENGINEERS APPROVAL OF A SPECIFIC ITEM SHALL NOT INCLUDE APPROVAL OF AN ASSEMBLY OF WHICH THE ITEM 15 A COMPONENT. C. CONTRACTOR SHALL PROVIDE SHIPPING METHODOLOGY: RIGGING, ERECTION, AND INSTALLATION DRAWINGS AND METHODOLOGY; AND SITE ERECTION PHASING, IN ACCORDANCE TO ROADWAY PHASING PLANS, FOR REVIEW. STRUCTURAL 5TFF1' A STRUCTURAL STEEL ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH ASTM A500, GRADE B FOR HOLLOW SHAPES, 9570 A992 FOR ROLLED SHAPES/1570 A53 GR. B FOR PIPES, AND ASTM A572 GRADE 50 FOR ANGLES AND PLATES UNLESS OTHERWISE NOTED. B. [HARPY V -NOTCH ALL MEMBERS SUBJECTED TO TENSILE STRESSES IDENTIFIED AS MAIN LOAD CARRYING MEMBERS SHALL BE TESTED IN ACCORDANCE WITH SPECIFICATIONS SECTION 962. C. STEEL FABRICATION 1. SHOP ASSEMBLIES ARE REQUIRED IN ACCORDANCE WITH SPECIFICATIONS SECTION 460. D. WELDING 1. PERFORM NON-DESTRUCTIVE TEST/NG ON WELDS A5 REQUIRED BY THE 2020 EDITION OF THE AASHTO/AWS D1.5 BRIDGE WELDING CODE. 2. THE WELD FILLER METAL STRENGTH FOR FILLET WELDS SHALL BE FEXX - 70 K51. 3. FIELD WELDING TO ANY STRUCTURAL STEEL FOR THE PURPOSE OF ATTACHING ERECTION HARDWARE OR FUR ANCHORING CONDUITS/BOXES FOR BOX LIGHTING SHALL BE FORMALLY SUBMITTED TO THE ENGINEER FOR APPROVAL. E. BOLTED CONNECTIONS ALL BOLTED CONNECTIONS SHALL BE MADE WITH 3/4" DIAMETER HIGH STRENGTH BOLTS 1N ACCORDANCE WITH 45744 73125 GRADE 4325. TYPE 1 UNLESS OTHERWISE SHOWN. ALL BOLT HOLES SHALL BE BOLT DIAMETER PLUS 1/16" DIAMETER UNLESS OTHERWISE SHOWN. THREADS SHALL BE EXCLUDED FROM THE SHEAR PLANE FOR PLATE THICKNESS OF 1j" OR GREATER ADJACENT TO THE NUT. BOLT HEADS SHALL BE ON THE EXTERIOR/EXPOSED FACE OF THE MEMBERS. ALL FASTENERS FOR ARCHITECTURAL PANELS SHALL BE 1/4" DIAMETER X 2' LONG SELF DRILLING SCREWS IN ACCORDANCE WITH 4570 C1513 F. PAINTING SEE ARCHITECTURAL DRAWINGS FOR FINISH/PAINTING SPECIFICATIONS. No. 1 Date 1 Issue / Revision CHR/S LAFOR75,, PF P/ofessiona/ Engineer - FL /P576797) W6/. /NC. 2035 Vista Parkway, West Palm Beach. FL 33411 561.687.2220 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD N0, COUNTY FINANCIAL PROJECT ID 5R 60 437498-1-52-02 STRUCTURAL NOTES DWG NO. AS -001 SHEET NO HE OFFICIAL RECORD OF THIS SHEET 15 THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE OIG • • • • • • • • • • I Q C0N5T. CCC TRAIL STA. 17+6268 + CONST. BAY5NORE TRAIL STA. 30+00.00 01 DECK LEVEL PLAN B 4' B 16 STEEL FRAMING, SEE ENLARGED PLAN. TYP. **114 -al4 I I / I / I _//_/ _ _ _ _ it _ BEGIN BRIDGE 4 PIER 1 5TA. 30+10.11 NOTE: SEE STRUCTURAL DRAWINGS FOR STATIONING STEEL FRAMING. SEE ENLARGED PLAN, TYP. (-7--TOP OF TRUSS PLAN 0 8 16' C 8 ]6' BEGIN BRIDGE 4 PIER 7 STA 30+10.11 9 NORTH 9 NORTH fl PIER 2 STA. 31+3063 CL PIER 2 STA. 31+30.63 No. I Date 1 Issue / Revision CAMS LAFORTE, PE P/P/essidl / Eny/xer - /L YPE767177 1667, /40 2035 Vista Parkway, West Palm Beath, FL 33411 561.687.2220 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID 5R 60 PINELLAS 437498-1-52-02 OVERALL BRIDGE PLAN DWG NO. AS -100 SHEET NO 15 THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61615-23D04 THE OFFICIAL RECORD OF THIS -8 .. 8-D' 84- 8Ar 8-0 8-3 1/8 15-1 3/8 8-2 5/8 -0 -Cr 8-8 65580603/8 FRAMING, TYP 6-9 1/8 -:STEEL FRAME 70 'BRIDGE CONNECTION. TYP: 8-0 4 8-8 OBRIDGE DECK LEVEL a Z 4 8-0" 6 CONCRETE WALL AND BRIDGE DECK, 5EE STRUCTURAL DRAWING 8-8 Y 8-6 5/8 15-7 1/P 8-2 3/4' 8-N 8-a 8-0 16-8 fL PIER 1 STA. 31+30.6 THE OFFICIAL RECORD OF THIS SHEET I5 THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER No. 1 Date 1 Issue / Revision CHRIS LAFORTE. PE Profess/ma/ 0,55/0480 - FL /6676797/ N6'/. /NC 2035 Vista Parkway, West Palm Beach, FL 33411 561.687.2220 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID 5R 60 PINELLAS 437498-1-52-02 BRIDGE DECK LEVEL DWG NO. AS -101 SHEET NO. °ISOMETRIC VIEW LOOKING NORTHWEST O. 4 1 a e 1s' NORTH ° ISOMETRIC VIEW LOOKING SOUTHEAST 4' 4 R a R 16 NORTH FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61015-13.004, F.A.C. THE OFFICIAL RECORD OF TNI No. I Date Issue / Revision CHR/5 LAFORTE. PE Professions/ Engineer - FL /PE767977 W6/. INC. 2035 Vista Parkway, West Palm Reach, FL 33411 561.687.2220 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 60 PINELLAS 437498-1-52-02 ISO- BRIDGE (1) DWG NO. AS -102 SHEET NO 1 ISOMETRIC VIEW LOOKING NORTHEAST a a 8. 16' OISOMETRIC VIEW LOOKING SOUTHWEST a 4' ir 16' NORTH J NORTH No. Date Issue / Revision CHRIS LAFORTE, RE Profess/Cow/ Eng/Aper - FL /RE767g7/ WEI. MC. 2035 Vista Parkway, West Palm Beach, FL 33411 561.687.2220 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD N0. COUNTS FINANCIAL PROJECT ID 5R 60 PINELLAS 437498-1-52-02 ISO- BRIDGE (2) DWG NO. AS -103 SHEET NO. SEALED UNDER RULE 61615-23.004, FICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIG 101'-0 ix 61 5/8' 8-0' 8-0' 8'-Ir 8-0' 8'-0" 8-013-1 5/e' 8'-0` :'-r ' , 'Se X683 x5588683/8 i _ ____ H 1 05588183/8 1___ -",---fee / _ le. a 05582613/8 __ 1 Y Y r r ' � p/Y, e SNS M e 'Yb A 9 'Sb 4 DISH,+b� H`1 SHS .0, �e r•HS ,, yi M,r } 9' H N% `t' SHS N/ P SHS @ HS NY HSI," x i � x r� __ I r / 1 �r r�r Y�� Azo s� Y , ` �L f 1 it 1 d 11 1 r r irr r ,,b 'h4 6 { roY q �� b+ ,er SMSgb� bI5H5 k9�3 br a S} ON} HS ., S`'b+b SHS 'fir. ;le saw e r Nr5H5 H$ Nr 66, x 2 1 62' M r SHS SHSu upnp / r r�'^-i/ 5b'A it mir �r. 1® �r _ _ 1 -- ----' T� ^ . }r ` 505 R N SHS _ M� Nmx mY,1 u y\\ /-_i 56 <o l x m SHS i ^` 505 m=/ -:— —� - 1 SHS _-,\ 1 1 �grk 5� �r Xrr _ �x gA �� a_ 8-0 1_ __ 055826X3/8 8-0` 05 8-0` IT-P ![g 109-I1 1/7 2 1. CSUPPORTS AND CLADDING NOT 1. CLADDING SHOWN FOR CLARITY. SEE 2/A5-104 AND SHEET ADDING FOR CLADDING SUPPORTS AND DENOTING, RESPECTIVLY. C 1. SHO DENOTES WELDED SHOPSPLICE. SHOP SPLICES SHALL BE FULL TRUSS FRAMING PLAN PENETRATION WELDS ALL AROUND, NORTH THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23 004, F.AC OTOP GROUNDED SMOOTH -10 WTSR7.5. TOP. w. y yiyi i FA . . ,rIrtr/rr4IIlA% WTSX7.5, TIP. 0 e CLADDING SUPPORT FRAMING PLAN NORTH ®TOP No. I Dare I Issue /Revision STA TE OF FLORIDA DWG NO. CHRISLAFORTE, PE Professional E 9:xer - Pi /PE76797/ DEPARTMENT' OFTRANSPORTATION AS-104 WEI, /NC ROAD NO, Comm FINANCIAL PROJECT ID BRIDGE TOP OF TRUSS (I) SHEET NO. 1035 Vista Parkway, West Pa/m Beath, FL 33411 561.687.1120 SR 60 PINELLAS 437498-1-51-02 DECORATIVE PANELS. SEE ARCH. DRAWINGS OTOP CLADDING PLAN NORTH No. Date I Issue / Revision CHRIS LAPORTE, PE P ssiona/ Engineer - Ri /PE76797/ WC•I. /RC. 2035 Vista Parkway, West Palm Beach, FL 33411 561.687.2220 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 60 PINELLAS 437498-1-52-02 BRIDGE TOP OF TRUSS (2) DWG NO. AS -105 SHEET NO. ILE DIGITALLY SIGNED AND SEALED UNDER RU OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC 1071 F.540 HFI(,BT Y 49 i� F(N11E50$ '""E'""EE �P VA4 (I- RTTON CHORD 76.897 CONTRACTOR HAS OPTION TO FORM CURVE USING BUILT-UP SECTION OR ROLLING MEMBER. BUILT UP MEMBER TO MATCH SIZE AND GEOMETRIC PROPERTIES OF 1814061. �oernaRaBL lre_e �� TI049 HFILHT A 40.549 Y CONCRETE PEDESTRIAN BRIDGE. SEE STRUCTURAL DRAWINGS TOP OF BARRIER WALL _--_--_ FINICH 511RFA'5 0 VARIES V I EAST ELEVATION 103-10 5/8' L"D P(IINT A nIY2(,167' Q 0IOTFS' I. CLADDING SUPPORTS AND CLADDING NOT SHOWN FOR CLARITY. SEE SHEET AS -201 AND AS -202 FOR CLADDING SUPPORTS AND CLADDING, RESPECTIVLY. 1. FS(e) DENOTES EXTERNAL FIELD SPLICE LOCATION AS PER DETAIL 6, A5-404 3. FS(i) DENOTES INTERNAL SPLICE LOCATION AS E ANJES ®WEST ELEVATION 8N� 8888 CLEW HEIGHT A 40. V CONCRETE PEDESTRIAN BRIDGE. SEE STRUCTURAL DRAWINGS _-fINICH 5090470 VARIES SL- BOTTIB 26.89THOa7 n iYL NOTES 1, CLADDING SUPPORTS AND CLADDING NOT SHOWN FOR CLARITY. SEE SHEET AS -201 AND AS -202 FOR CLADDING SUPPORTS AND CLADDING. RESPECTIVLY. 2, FS(e) DENOTES EXTERNAL FIELD SPLICE LOCATION AS PER DETAIL 6, AS -404 3. FS(i) DENOTES INTERNAL SPLICE LOCATION AS PER DETAIL 7, AS -404 No. Date I Issue / Revision CNR/S LAFORTE, PE P o/essima/ Engineer - FL /RE76797/ 1867. /NC. 2035 Vista Parkway, West Palm Beath, FL 33411 567.687.2220 STATE OF FLORIDA • DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 60 PINELLAS 437498-1-52-02 BRIDGE ELEVATIONS (1) DWG NO. AS -200 SHEET NO OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6105-23 004, HElaa 40.SY - FINISH SNRFAPE— -- 26.891-l' SARIES hnm1' rH" 4 --_ LRX4X1/2, TVP. IIAw1LARTN50.35@ V REAM A ______ ..„.........._. pwa. il 1,: mixs p s•IL liii__„,ftimur ®EAST CLADDING SUPPORT FRAMING ELEVATION NOTE: CALLOUTS PROVIDED FOR CLADDING SUPPORT FRAMING ONLY, SEE SHEET A5-200 FOR STRUCTURAL FRAMING 7IANTH RF4M rL LBX4X1/2, TVP. 50358 V h !/FeR HF,6B------------------- 40544 � 4 h FINISH WW1 VARIES r.-. �::........� ... /• ,• .i 15° FrAsimilm. ROitIM I/ORD L04_IO-._-- — I 2 WEST CLADDING SUPPORT FRAMING ELEVATION N0. I Date I Issue / Revision NOTE: CALLOUTS PROVIDED FOR CLADDING SUPPORT FRAMING ONLY. SEE SHEET AS -200 FOR STRUCTURAL FRAMING. H N CN d1.000 CLEAR NFIa.HT A 40349 Y SIIRFAIF VARIES l'''"'"'4271 67 PONT A Y CLEAR HF/549GNI 40. T' SIIRERIES YAfE it VA 26897 CHR/S LAFORTE, PE Profession,/ Eno/nee/ - FL /PE76797/ WC/. /NC 2035 Vista Parkway, West Palm Beath, FL 33411 561.687.2220 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT 1D SR 60 PINELLAS 437490-1-52-02 BRIDGE ELEVATIONS (2) DWG NO. AS -207 SHEET NO. NDER RULE 61615-23.000, RECORD OF THIS SHEET (SEAR HFIf.RT —'t - d0549 FINISH V4R 45 268rr - 97 ROnDR F/DED Y DECORATIVE PANELS, SEE ARCHITECTURAL DRAWINGS 41�_IOF ORDIULU.9QIRL i� 40.115494RNF(f.Nj._.._.__ I� RAIFINISESSH Y F 24.16]' OEAST CLADDING ELEVATIONS DECORATIVE PANELS. SEE ARCHITECTURAL DRAWINGS SN c ^ OWEST CLADDING ELEVATIONS 1IUR HFI1ilT rl 40349 Y _.. _.. —. PARLOR GIRlRIESFSV ri VA ._.___ROTIO0.00000 ION 24.POIN767T -`-{ERR HFILHT rL 40549 —.EOIISH SIVARIES m1AFF rL Y 1'L-_ROTLON C26.005HORD No. I Date Issue / Revision CHRIS UEORTE. PE P Olessiona/ Engineer - El (PE76117/ WO/ INC 2035 Vista Parkway, West Palm Death, FL 33411 561.607.2220 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID 5R 60 PINELLAS 437490-1-52-02 BRIDGE ELEVATIONS (3) DWG NO. AS -202 SHEET NO H 0 HIS SHEET IS THE ELECTRONIC F 6558X603/8 / ("7 -PARTIAL FRAMING ELEVATION 140111 r_fa V 1' 2' 7 4' '5580673/8 No. Date 65588603/8 OPARTIAL FRAMING ELEVATION Mr6•11 a T z r Issue / Revision r.; -PARTIAL CLADDING SUPPORT ELEVATION a I' 7 4' OPARTIAL CLADDING SUPPORT ELEVATION a r z r z 4' 3 PARTIAL CLADDING ELEVATION Cr I' 7 4' DECORATIVE PANELS, SEE ARCHITECTURAL DRAWINGS. OPARTIAL CLADDING ELEVATION a r z DECORATIVE PANELS, SEE ARCHITECTURAL DRAWINGS. CNR/.5 LAFORVE, PE Professional Engineer - FL (P776197) WC./ INC. 2035 Vista Parkway, West Palm Beath, FL 33411 561.687.2220 ST.4TE OF FLORIDA DEPARTMENT OF TR.9NSPORTATION ROAD NO, COUNTY FINANCIAL PROJECT ID SR 60 PINELLAS 437498-1-52-02 BRIDGE ELEVATIONS (4) DWG NO. AS -203 SHEET NO. THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-73.0 OCANOPY ISOMETRIC VIEW LOOKING NORTHWEST NORTH a a 8 B 16' (T)CANOPY ISOMETRIC VIEW LOOKING SOUTHEAST NORTH CT 4' 8 16' No. Date I Issue / Revision ()CANOPY ISOMETRIC VIEW LOOKING NORTHEAST NORTH a 88 a a l 1 e OCANOPY ISOMETRIC VIEW LOOKING SOUTHWEST NORTH 0 4' 8 16' CHRIS CAFORTE, PE Professional Engineer - PC /PE76797/ W6/, /NC. 2035 Vista Parkway, West Palm Beach, FL 33411 561.687.2220 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 60 PINELLAS 437498-1-52-02 ISO- BRIDGE CANOPY DWG NO. AS -300 SHEET NO. HE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61015-23004, F.A.C. ufa NOTF5L NOTES' 18.417 1. CLADDING SUPPORTS AND CLADDING NOT SHOWN FOR CLARITY. SEE PLAN VIEW 3 AND 4 1. CALLOUTS PROVIDED FOR CLADDING SUPPORT FRAMING ONLY, SEE PLAN 27- (THIS (THIS SHEET) FOR CLADDING SUPPORTS AND CLADDING, RESPECTIVLY. VIEW 2 (THIS SHEET) FOR STRUCTURAL FRAMING. liTOWLt-! 2. ALL DIMENSIONS ARE IN THE HORIZONTAL PLANE. 2. ALL DIMENSIONS ARE IN THE HORIZONTAL PLANE. rl PIER 70 Iiii. Ek PIER 0 �\ 4 -a '`-� Ypp CONCRETE DECK. SEE STRUCTURAL DRAWINGS COLUMN BELOW --� _ 6 I/COL ,_ ��7-`�_d �--'t HSS6X6XI/2 rw jn'ft _ COLUMN BELOW -1' ' �`-` __ ■ _ 11.31I' - _ lit -un �- HSS6X4X1/2 N556X4XI/2 im _ ii FIN ' - •XS • SN LH COLUMNS. TYP DECK iLEVArI1 � 4 _ - - - ^ h BEGIN BRIDGE PIER 1�, STA. 30+10.11 :19 T/COLS 01275•• N 9.' _'—•--� N446X61/1i' X - FN%5 <' — )(4,5626X1/1• 6 V\12 3 —1.49.-- _ ..�: rA HSS6X4X1/2 -Y_-iiii A _ F 11,. COWAN BELOW b I IS -P 7-67/8' •. 'i 7-81/4 kn ,o.�.�w�,,, 4 PIER 11 /7 CO COLUMN BNLow Q PIER II Is-0S/e' �a 7'67/8' 7'-81/4 48.180 NORTH NORTH NORTH CANOPY DECK LEVEL ®CANOPY FRAMING PLAN °CANOPY CLADDING SUPPORT PLAN THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER F @ 0 4' 8' 16' lis ■ 0 O ' .�k■ vi b IS' -1' 767/8 "- 7-81/4 D 4' 8' IV 0 4' 8' 16' DECORATIVE PANELS, SEE ARCHITECTURAL DRAWINGS CLADDING PLAN NORTH °CANOPY 4 ■L-�� NOTE ALL DIMENSIONS ARE IN TILE ILORIIONIAU PLANE. 0 4' 8' 16' Na. I Dare I Issue / Revision STATE OF FLORIDA DWG NO. CHRIS LAFORTE, RE Professional End i RV - FC BTS DEPARTMENT OF TRANSPORTATION AS -307 N'G� NE WEI, / ROAD NO. COUNTY FINANCIAL PROJECT ID BRIDGE CANOPY (I) SHEET NO. 2035 Vista Parkway, West Palm Beach, FL 33411 561.687.2220 SR 60 PINELLAS 437498-1-52-02 OSOUTH ELEVATION 0 4' 8' 16' ONORTH ELEVATION a 4' B 16' 2 EAST ELEVATION a 4 8' 16 H55600.375 BRACES, TYP. 10 -INCH PIPE SS COLUMNS, TYP. SO 4VA1RF14RIE/S ! YL °WEST ELEVATION 4' 8' 16' 1155640.375 BRACES, TYP. 118110 IlI000F rl VARIES 7 10 -INCH PIPE OS COLUMNS, TOP. ED AND SEALED UNDER RULE 6 No. I Date Issue / Revision CHRIS LAPORTE, Pt P less/anal Engineer - FL IPE/67_07) W6/, INC. 2035 Vista Parkway, West Palm Beach, FL 33411 561.687.2220 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 60 PINELLAS 437498-1-52-02 BRIDGE CANOPY(2) DWG NO. AS -302 SHEET NO H558X6X3/8 Ai DIFFERENT ANGLE, REF. PLAN H5587603/8, TIP. ENLARGED DETAIL H5580643/B, TYP. ®ENLARGED DETAIL 65580603/8. TIP. 11 ENLARGED DETAIL 65580603/8, TYP. 1 ENLARGED DETAIL 65580603/8. TYP. ENLARGED DETAIL H558X6X3/8, TIP. ENLARGED DETAIL 11 �� 65580603/8 W14X6 PL 3/4'010'XI'-0' WI (4) 3/418 ®ENLARGED DETAIL 8 ENLARGED DETAIL 65580643/8 PL 3/4"XIO"XI'-(T W/ (4) 3/4"0 BOLTS W/4X61 ENLARGED DETAIL 13 �� 65580603/8. TYP. H558X603/8 FL 3/4.010")(1'43. W/ (4) 3/4^0 BOLTS W14X61 ENLARGED DETAIL 65580603/8. TIP. ()ENLARGED DETAIL H55806X3/8 W14061 ENLARGED DETAIL I4 �� 5587603/ FL 3/4'xlrx r-4" W/ (4) 3/410 BOLTS 65587673/8 PL 3/4"0IO"X1'-2. W/ (4) 3/4"0 BOLTS H558X6X3/8, TYP. 5 ENLARGED DETAIL H5580603/8. TYP. 10ENLARGED DETAIL No. I Data I Issue / Revision CHRIS CAFORSE, PE P olesiiona/ Env/neer - FL /PE16191/ W6/, /NC 2035 Vista Parkway, West Palm Beach, FL 33411 561.687.2220 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD N0. COUNTY FINANCIAL PROJECT ID 5R 60 PINELLAS 437498-1-52-02 STEEL TRUSS DETAILS (1) DWG NO. AS -400 SHEET NO IC FILE DIGITALLY SIGNED AND SEA 0 ()ENLARGED DETAIL 6 ENLARGED DETAIL 1 ENLARGED DETAIL 05580603/8 PL 3/4°X70"X/'-0" H558X6X3/8, TYP. W/ (4)3/4-0 BOLTS 71 ENLARGED DETAIL W14X6 T ENLARGED DETAIL ()ENLARGED DETAIL 0508X603/8. TYP. 3 ENLARGED DETAIL W14X61 PL 3/4"X IPXI'-P W/ (4) 3/4"0 H5580603 8 ENLARGED DETAIL PL 3/4°X10. X7-0. �,I W/ (4) 3/4"B HSS8X6X3 W14X61 Ir 13 ENLARGED DETAIL ®ENLARGED DETAIL H5580603/8, 77P. ENLARGED DETAIL PL Ril0 m' \ \ 3/4"07207-4" =Ir.:\I S"X7O"X I' -P 3/4"0 0558060 HS58X6X3/ W)4X6 14 ENLARGED DETAIL H5580603/8, TYP. 5 ENLARGED DETAIL ENLARGED DETAIL H5580603/8, TYP. No. I Date I Issue / Revision CHR/S LAFORTE, Pt Pro! ssima/ Engineer - FL /PE767P7/ woo /NC. 1035 Vista Parkway, West Palm Beach. FL 33411 561.687.2210 ST.4 TE OF FL ORIDA DEPARTMENT OF TRANSPORTATION ROAD NO, COUNTY FINANCIAL PROJECT ID 5R 60 PINELLAS 437498-1-51-01 STEEL TRUSS DETAILS (2) DWG NO. AS -401 SHEET NO. FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-1 THE OFFICIAL RECORD OF THIS SHEET IS THE ELE H558X6X3/e OENLARGED OENLARGED w 055806X3/ B. TYP. O O ,. allealMa PL 3/4"Xl?Nl'-4' m' / W/ (4) 3/4"B - l�•/ 0 */ PL 3/4-X12'X HS58X6X3II�� M558X6N3 C-4" I'-7 \r�\ \ 1— ' ENLARGED DETAIL algaliallik +w 055806X3/8. THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61615-23.004, F.A.C. ► w iw ' \' I Q 05580603/8 W14X61 +w S� lila w!IIIamaI�_ • irk", ,w ♦ 055806X3/ B. TOP. DETAIL +n • w PL ENLARGED DETAIL w F TOP. r+w W14X61 PL3/4"X 10"0 W/ (4) 3/4'8 BOLTS 05560603/aglar +w v� ®ENLARGED DETAIL ENLARGED DETAIL O O 055806X3/8. H558X6X3/8, TYP. ®ENLARGED TOP1 ....grip - 46.11111 0558X603/8 yi •'• 055606X3/8 VS DETAIL DETAIL H5580603/ IO ENLARGED DETAIL ®ENLARGED DETAIL ENLARGED DETAIL driP / 115560603/8 055606X3/8 0556X603/8 W14061 ' 1/2 STIFFENER PLATES1/1' 6' CLEAR BELOW HSS TUBES, EACH SIDE R \ �, r� 055606x3/8 05560603/8 w / +w ,w \bp. 6" TUBES, Ff LI= ♦ +w CLEAR BELOW STIFFENER PLATESNEE II +�� ♦ 055606X3/8 +w W/ X41 3/4'60 BOLTS EACH SIDE E w ♦ ��' +. 0558X603/8 ENLARGED DETAIL •� now 0558X603/8 PL3/4"070-X-0'W/ (4)3/4'0 BOLTS 055806x3/8DJ 14 ENLARGED DETAIL 1/4 I, 05580603/8 IS ENLARGED DETAIL a 4oce.11, w♦ IZ 05580603/8 3410.4. rvr. ♦+w ENLARGED DETAIL 13 ENLARGED DETAIL 2 No. I Date I Issue / Revision CHRIS UFORTE, PE Professions/ Engixer - FL N•E/, /NE 2035 Vista Parkway, West Palm Beath. FL 33411 561.687.2220 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION/PE76Fsio STEEL TRUSS DETAILS (3) DWG NO. AS -402 ROAD NO. COUNTY FINANCIAL PROJECT ID SHEET NO SR 60 PINELLAS 437498-1-52-02 1/7 STIFFENER PLATES 6" CLEAR STIFFENER PLATES 6" CLEAR 1/7 BELOW HUN TUBES, EACH SIDE BELOW HUS TUBES, EACH SIDE W14061 w I - I +a I +w H5580603/8 \+w - LLV 80401/1 +w 1)5580683/8 H5580603/8 I +w low / H5580603/8 �� III et " 7 PL 3/N810'88-7 W/ (4) 3/4'0 /w, BOLTS / ! W14x6/ H5580603/8 Aar W14061, M5560603/8 H556X6x3/H H556X6X3/8 (ik BOLTS` ,` PL 3/0"XI071'-7 /ei �w "` H556X6X3/g An H5560603/8 r r np 4I x sOra. Ire. I Iw DETAIL ENLARGED DETAIL DETAIL DETAIL DETAIL OENLARGED ®ENLARGED ®ENLARGED ®ENLARGED O v + r r o r r r r + r r b I t r b I t 1/7 STIFFENER PLATE 1 6" CLEAR OF HSS a I H5580603/8 MEMBER, EACH SIDE, f C.L. OF H55 y. • C.L. OF H55 EACH SIDE OF BEAM AND B.P. I I i AND B P. , C.L. OF HSS ==a C.L. OF H55 C — - — - - AND B.P. AND BP—_ w — I il — 70103X/41443B/ 4 W/ _ _ J PL10N71N3/9 W/ ,! `S 13 H556X6N3/8 OLTS I��J ,•11:71.e- j 1: f MilltH558XbX3/8 - --- -ir (41 3/4"B BOLTS +w, +w / I HSSBN6N3/B S 't LLV 80401/2 I '��„I„��.. - I H556-3/400.375 A% zMEM 1 ]IOFB m. \ yr V114061�' DETAIL TUBE TO I-BEAM DETAIL BASE PLATE - H55 TYPICAL BASE PLATE - HSS IGITALLY SIGNED AND ®ENLARGED O ()TYPICAL O b + t r b r r 1 b r I t r 1 r T-4 I/7 o 1/7 STIFFENER PLATE LL E— C.L. OF WF H558X6X3/B I AND B.P. In \ _ C.L. OF WF AND B.P. P01201603/4 W/ (4)3/C0 BOLTS W19061 —_ -�I_� 1• .� ;1 ----- _~ -3.--! ` PANEL FASTENER, SEE ARCH. DRAW/NGS L804X1/2 H5588603/8 - - - .I 3/4” PLATE 1/8' RAO/US EDGE ANCHORS. SEE STANDARD HOLES FORpi \` �,� -, ' w %— saviors W ti u, _ _ �� -I- DECORATIVE PANEL, I a+t SEE ARCH. DRAWINGS j '1.7 -�+'I'+ STRUCTURAL DRAWINGS FOR ANCHOR 7 x 4" NEOPRENE PAD W/ S 114, a +w au REQUIREMENTS 1 ! +t (4) x10 COUNTERSUNK SELF TAPPING SCREWS WT5X7.5 CONCRETE WALL, SEE LL ra � STRUCTURAL DRAWINGS DECORATIVE PANELS. FASTENER, SEE ARCH. 4°4 TOP OF BRIDGE DECK p J TYPICAL BASE PLATE - WIDE FLANGE TYPICAL Z CHANNEL SECTION SEE ARCH. DRAWINGS DRAWINGS H5560603/8 TYPICAL WT CHANNEL SECTION TYPICAL TUBE TO WALL CONNECTION THE OFFICIAL RECO) IO II 12 I3 No. I Dare I Issue / Revision PE STATE OF FLORIDA DWG NO. CHRIS LAPORTE', P wessiona/ El5 hee/ - TL 9T/ /PF9'C/, DEPARTMENT OF TRANSPORTATION AS-403 G/, INC./ ROAD NO. COUNTY FINANCIAL PROJECT ID STEEL TRUSS DETAILS (4) SHEET NO 2035 Vista Parkway, West Palm Beath, FL 33911 561.687.2220 SR 60 PINELLAS 437498-1-52-02 H5580603/8 3/4" PLATE 1/2" STIFFENER PLATE 1/2' RADIUS CORNERS SHORT SLOTTED HOLES FOR 3/4"0 ADHESIVE ANCHORS ()TYPICAL TUBE TO WALL PLAN W14X61 H558X6)(3/8 SHORT SLOTTED HOLES FOR 3/411 ADHESIVE ANCHORS. SEE STRUCTURAL DRAWINGS FOR ANCHOR REQUIREMENTS CONCRETE WALL BELOW, SEE STRUCTURAL DRAWINGS ° TYPICAL W14 TO WALL PLAN 3' T T SO TUBE 3/8" CAP PLATE 5 8'X4'03O' LONG P ATE EACH FACE (2) 1"0 THRU BOLTS EACH FACE, EACH TUBE 1/2' STIFFENER PLATE 3/4' PLATE CONCRETE WALL BELOW, SEE STRUCTURAL DRAWINGS 1/2" RADIUS CORNERS NOTE: CONTRACTOR SHALL SUBMIT PROPOSED SPLICE LOCATIONS TO THE E.O.R. FOR REVIEW PRIOR TO H55 TUBE 5/8"04"X30" LONG PLATE EACH FACE 121 1'0 THRU BOLTS EACH FACE °TYPICAL EXTERNAL HSS SPLICE DETAIL - FS(e) 1/T STIFFENER PLATE 3/4' PLATE lir RADIUS EDGES CONCRETE WALL. SEE STRUCTURAL DRAWINGS SHORT SLOTTED HOLES FOR 3/4'0 ADHESIVE ANCHORS. SEE STRUCTURAL DRAWINGS FOR ANCHOR REQUIREMENTS 1 ° TYPICAL TUBE TO WALL ELEVATION W14061 3/4" PLATE lib" RADIUS EDGES CONCRETE WALL, SEE STRUCTURAL DRAWINGS SHORT SLOTTED HOLES FOR 3/4"0 ADHESIVE ANCHORS. SEE STRUCTURAL DRAWINGS FOR ANCHOR REQUIREMENTS ° TYPICAL W14 TO WALL ELEVATION T T T 343 4, 31.3) i, T T i, T . 0 _ O 0 _ 0 ` HSS TUBE INTERNAL NUTS, TYP 5/8'04'030' LONG PLATE EACH FACE (2) Co BOLTS EACH FACE, EACH TUBE 1/2' STIFFENER PLATE 3/4' PLATE lie' RADIUS EDGE SHORT SLOTTED HOLES FOR 3/4"0 ADHESIVE ANCHORS. SEE STRUCTURAL DRAWINGS FOR ANCHOR REQUIREMENTS I/T STIFFENER PLATE INTERNAL NUTS, TIP H5S TUBE 5/8'04"030' LONG PLATE EACH FACE (2) 1"0 BOLTS EACH FACE, EACH TUBE NOTE: CONTRACTOR SHALL SUBMIT PROPOSED SPLICE LOCATIONS TO THE E.O.R. FOR REVIEW PRIOR TO °TYPICAL INTERNAL HSS SPLICE DETAIL - FS(i) CONCRETE WALL. SEE STRUCTURAL DRAWINGS ® TYPICAL W14 TO WALL SECTION HSS TUBE. SEE PLAN (.° 3" STD. PIPE SIGN, SEE SIGNING AND PAVEMENT MARKING PLANS 1/4" WELDED CAP FINISH SURFACE NOTE: SEE SIGNING AND PAVEMENT MARKING PLANS FOR SIGN TYPES, SIZES, AND LOCATIONS. ° TYPICAL SIGN CONNECTION DETAIL N. I Date I Issue / Revision CHRIS LAPORTE, PE Professional Eng/ eer - Pt TPE70797) W6/, /NC 2035 Vista Parkway, West Palm Beach, FL 33411 561.687.2220 ST.4 TE OF FL ORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 60 PINELLAS 437498 -I -S2-02 STEEL TRUSS DETAILS (S) DWG NO. A5-404 SHEET NO. THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61615-7 10.75"0 X 3/4" THICK PLATE IO -INCH PIPE 25 COLUMN H55600.375 BRACE MESON OOVERLOOK COLUMN DETAIL 3/4' PLATE (4) sire THAI, BOLTS ITER + it 1 _P.M_ PM N�IMI. WMUE H556x6xi/2 3/4" PLATE I/ 10 -INCH PIPE XS COLUMN HSS6X0.375 BRACE OOVERLOOK BRACE DETAIL ®TYPICAL COLUMN PLATE DETAIL O TYPICAL BRACE TO BEAM DETAIL (8) 3/4'0 THRU BOLTS H5563601/2 BEYOND HSS 600.375 BRACE 10 -INCH PIPE XS 10.75"0 0 3/4" THICK PLATE 3/4" BASEPLATE CONCRETE PEDESTAL, SEE STRUCTURAL DRAWINGS C.L. OF PIPE AND B.P. C.L. OF PIPE AND B.P. PL3/4X8X12 3/N PLATES II/1610 STANDARD HOLES FOR 5/8'0 ADHESIVE ANCHORS, SEE STRUCTURAL DRAWINGS TYPICAL OVERLOOK ® OVERLOOK COLUMN BASEPLATE DETAIL O CANOPY BASE PLATE SECTION (8) 3/4"0 THRU BOLTS HSS 600.375 BRACE 3/4" PLATE FASTENER, SEE ARCH. DRAWINGS DECORATIVE PANEL. SEE ARCHITECTURAL DRAWINGS HSS 60601/2 TYPICAL CANOPY OTYPICAL HSS BRACE BASE PLATE DETAIL ®CLADDING SUPPORT SECTION HSS 60601/2 (2) 3'03"X1/2' BENT PLATES EACH SIDE OF TUBE W/ 12) 3/4"0 THRU BOLTS OTYPICAL CANOPY TUBE CONNECTION No. I Date I Issue / Revision CHR/S INFORM', PH P Wessie A/ E 7 Aee, - Fl TPE76/97/ M'6/, /NC 2035 Vista Parkway, West Palm Beach, FL 33411 561.687.2220 ST,4 TE OF FL ORID4 DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT 10 SR 60 PINELLAS 437498-1-52-02 OVERLOOK CONNECTION DETAILS DWG NO. AS -405 SHEET NO. ED AND SEALED UNDER RULE 61615-23004, THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGIT EDO OVERALL SITE PLAN a 20 sa IOC NOTE: I. REFER TO ALL OTHER PLAN SETS FROM OTHER DISCIPLINES FOR ADDITIONAL INFORMATION. 2. EXISTING CONDITIONS AERIAL BACKGROUND SHOWN FOR REFERENCE ONLY. No. I Date I Issue / Revision ER/C LUTTMANN, A/A AR 17/II WV, /NC 3/1l W. OR. MARTIN LUTHER K/N6 JR. BLVD. SUITE 375 TAMPA, EL 33507 ARCHITECT BUS/NESS LICENSE NO. A42600 774 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 60 PINELLAS 437498-I-52-02 OVERALL SITE PLAN DWG NO. AA -100 SHEET NO. THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6IGI-76.005, F.A. THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEA • 1 • • • • 10`�•a�6 • • ' f I 'o .� I • • • --" .I111iITI_1 ALIGN REACTIVE CONCRETE STAIN WITH MIRRORED WIDE-FLANGE MEMBERS. TYP. SIN KEYNOTE LEGEND NO. DESCRIPTION ``I •_ A217 AID.I - - • 2 1W 0 by '11 STAIN PLAN A101 CANOPY OVERHEAD, TYP, A108 PAVEMENT STRIPING, TYP. APPLY CONCRETE REACTIVE STAIN CAREFULLY AROUND PAVEMENT STRIPING. REFER TO SIGNING AND PAVEMENT PLANS A128 EXPANSION JOINT, REFER TO KCA STRUCTURAL DRAWINGS A2I7 BIKE RACK MODELS CBBR-2CR-SS A336 CAST IN PLACE CONCRETE BENCH, TYP. A503 MCNICHOLS PERFORATED METAL PANEL (MODEL ,*17145163)ASSEMBLY WITH INTEGRAL END U-EDGING 14 GAUGE MODEL,* 4071440210. INSTALL NEOPRENE GASKETS AS REQUIRED FOR ASSEMBLY TO REMAIN FLUSH WITH FRAMING SYSTEM AT SPLICE LOCATIONS A504 BRIDGE PEDESTRIAN BICYCLE RAILING. REFER TO KCA STRUCTURAL DRAWINGS Ittr ----- _-� 1 A101 I /0X , r " W - " ! •M • • A500 A118 A50a .__ A a , 6 - 0. RNER FROM COR ALIGN REACTIVE CONCRETE WITH CORNERS v�''F FINISH COLOR FOOT LEGEND: COORDINATE ALL REACTIVE SELECTIONS WITH CITY OF CLEARWATER FOR APPROVAL DURING CONSTRUCTION. NATURAL FINISH PER FOOT STANDARD STAIN AND 1 2 • }� REACTIVE STAIN CONCRETE FINISH COLOR OFLOOR REACTIVE STAIN CONCRETE FINISH COLOR d 8 16' 32 NO. I Date I Issue / Revlsmn ER/CLUTTMANN, A/A ARM7 INC 3/// M. OR. MARTIN LUTHER K/N6 JR. OLEO. SU/TE 375ROAD TANRA, FL 33607 ARCHITECT BUS/NESS L/CENSE NO.: A426-003.17ASR STATE OF FLORIDA DEPARTMEVT OF TRANSPORTATION FLOOR PLAN DWG NO. AA-101 NO. COUNTY FINANCIAL PROJECT ID SHEET NO 60 PINELLAS 437498-i-51-01 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEA FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61GI-16.00 CIAL RECORD 0 A503 , 0.1,-.-1W----..- 11111‘J OPEN • PEN 1 0 k eO ROOF PLAN KEYNOTE LEGEND NO. DESCRIPTION A501 ARCHITECTURAL EXPOSED STRUCTURAL STEEL (AESS) FRAMING OF 6100 GALVANIZED COATING. TYP. FINISH COLOR OF ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL BE EXPOSED G-100 FINISH OF MATTE CONSISTENCY A503 MCNICHOLS PERFORATED METAL PANEL (MODEL #I71451631ASSEMBLY WITH INTEGRAL END U-EDGING 14 GAUGE MODEL# 4071440170. INSTALL NEOPRENE GASKETS AS REQUIRED FOR ASSEMBLY TO REMAIN FLUSH WITH FRAMING SYSTEM AT SPLICE LOCATIONS A539 MCNICHOLS WIRE MESH PANEL (MODEL #38131900) WITH INTEGRAL END U-EDGING 14 GAUGE MODEL# 4080140110. INSTALL NEOPRENE GASKETS AS REQUIRED FOR ASSEMBLY TO REMAIN FLUSH WITH FRAMING SYSTEM AT SPLICE LOCATIONS A501A50139 ARCHITECTURAL MESH LEGEND: 57001599) 17145163) :; McNICHOLS WIRE MESH (MODEL# 38131900) S%% MCNICHOLS EXPANDED METAL (MODEL# inn MYNICHOLS PERFORATED METAL (MODEL# O 6 16 37 No. Date Issue / Rerlslon ER/CLUTTMANN. 2164711/ W669/NC 31//W. DR. HART/N LUTHER A'/N6 JR. BLVD. SU/JE 37S TAMPA EL 33607 ARCHITECT BUS/NESS L/CENSE NO. 4.4/6003270 STATEOFFLORIDA DEPARTMENT OF TRANSPORTATION A�J ROOF PLAN DWG NO. AA-102 ROAD NO. COUNTY FINANCIAL PROJECT 1D SHEET NO SR 60 PINELLAS 437498-1-51-01 FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61GI-16.00 CIAL RECORD 0 AS MAX PANEL WIDTH = 4'0' COORDINATE PANEL BREAKS TO ALIGN WITH DESIGN INTENT, TYP. A539 A503 A501 EB,OENLARGED ROOF PLAN 0 2 4• B KEYNOTE LEGEND NO. DESCRIPTION A501 ARCHITECTURAL EXPOSED STRUCTURAL STEEL (AESS) FRAMING OF G100 GALVANIZED COATING. TYP. FINISH COLOR OF ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL BE EXPOSED 0-100 FINISH OF MATTE CONSISTENCY A503 MCNICHOLS PERFORATED METAL PANEL (MODEL *17145163)ASSEMBLY WITH INTEGRAL END U -EDGING 14 GAUGE MODEL* 4071440210. INSTALL NEOPRENE GASKETS AS REQUIRED FOR ASSEMBLY TO REMAIN FLUSH WITH FRAMING SYSTEM AT SPLICE LOCATIONS A539 MCNICHOLS WIRE MESH PANEL (MODEL #382379001 WITH INTEGRAL END U -EDGING 14 GAUGE MODEL* 4080140110. INSTALL NEOPRENE GASKETS AS REQUIRED FOR ASSEMBLY TO REMAIN FLUSH WITH FRAMING SYSTEM AT SPLICE LOCATIONS ARCHITECTURAL MESH LEGEND: • MCNICHOLS WIRE MESH (MODEL* 382319001 MINICHOLS EXPANDED METAL (MODEL* 570015991 • MLNICHOLS PERFORATED METAL (MODEL# 171451631 No. I Date I ISSUe / Revision ERIC LUTTMANN, 4/A AR 971/1 ,01. INC 3111 If OR. HART/N LUTHER P/N6 JR BLEO. SUITE 375 TAMPA, EL 33607 ARCHITECT BUS/NESS LICENSE NO...442600 274 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 60 PINELLAS 437498-1-52-02 ENLARGED ROOF PLAN DWG NO. AA -102.1 SHEET NO. THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGIT Sry sIR 0 PA .r. ,. SKI SIN OVERLOOK ROOF I 1 ovv KEYNOTE LEGEND NO. DESCRIPTION A131 STANDARD FOOT FIB, REFER TO KCA STRUCTURAL DRAWINGS A132 CHEMICALLY STAINED CONCRETE PIER, REFER TO KCA STRUCTURAL DRAWINGS A336 CAST IN PLACE CONCRETE BENCH, TYP. A501 ARCHITECTURAL EXPOSED STRUCTURAL STEEL (AESS) COATING TYP. COLOR OFFRAMING OARCHF ITECTURALLY0 EEXPOSED STRUCTURAL FINISH STEEL SHALL BE EXPOSED G-100 FINISH OF MATTE CONSISTENCY = 4OO $ V i-eD —_—___—_—_--- — —_— — — — — -- T� _ ®\®L►W,� . F®�.�.�� •�®A9 y 'V h�1,4,6p'c®y • '�CL� gyp,., r�� 4 F —_— _ _—_ ---- -__— --- —�--- R' t — — , „ _ I,\y��\``'1/`/11 '� - _ _� _ �I\/\/ `I%/\I\i\I �e� __�j .5_ / , �i/,�' , \ r '`, -- _^ —_OVERPAY 060QFn V —�--- CLEAR HEIGHT — — . c. A504 BRIDGE PEDESTRIAN BICYCLE RAILING, REFER TO KCA STRUCTURAL DRAWINGS NOTE. 1 REFER TO ALL OTHER PLAN SETS FROM OTHER DISCIPLINES FOR ADDITIONAL 1NFORMAT/0N. �'^` A _ „ .. ,. „s. .� ---�� _�� ay d_ ^` ' , -:""r"""-----""="-- FINISH SURFACE.A� _ ��/A'�"�®, x IiF' - ; I I I -. ti OELEVATION riellmtl a 4' Er le A501 0 OVERLOOK ROOF —(.- —_—_____ A501 `� q �'- l'444111 II 1 x,�, �— �/ �:�. �• jr mo' w f R "- �44SA y 4p ga,} mt�' '1` 6. TPA• \/\I\ \/\/\/ I`IV\ \/ %1 /1 'e, \ Nv\I\ 1.. -_ % ' N\ f� h.> 4�+ L'y. O —_—_— _ VERPASS 4b00FI, ___—_—_ CLEAR HE451- Qp.� A504 FINISH LEGEND: COORDINATE ALL REACTIVE STAIN COLOR SELECTIONS WITH CITY OF CLEARWATER AND FOOT FOR APPROVAL DURING CONSTRUCTION. I I NATURAL FINISH PER FDUT STANDARD REACTIVE STAIN CONCRETE FINISH COLOR 1 F. REACTIVE STAIN CONCRETE FINISH COLOR 2 -f:, . ?)111!1 AM `.�..» v` r ro S$ n +v, ` _" I'a" , 5� Will ---------- =--- -- . +�'- d %^.' ... '',J.101;00, -------,---,a T`>»�L ��' X _..J „v AL ^,,,_ FINISH SU 3d CEfi '` 0" ala gym24 • 1�1-.' .. ,..i't,j'.$° . iit A504 A132 4. ""'t" 5 (._ j 9 n I 4131 473 ARCHITECTURAL MESH LEGEND: MCNICHOLS WIRE MESH (MODEL* 382319001 i'g%1 MCNICHOLS EXPANDED METAL (MODEL* 570015991 4 MCNICHOLS PERFORATED METAL (MODEL* 17145163) ti O ELEVATION ' B ALL NOTES ON ELEVATION I ARE TYPICAL AND APPLY TO ALL ELEVATIONS a 4' B 16 Na I DM0 Ilssce / 605,5Ion ER/C77/LUTTMANN, A/A AR 97 IK6/ INC 3/1/ W. DR MARTIN CUTHER KINE JR BLVD. SU/TE 375 TAMPA, FL 33607 ARCHITECT BUS/NESS LICENSE NO.: A42600 274 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION OVERALL ELEVATIONS DWG NO. AA -201 ROAD NO. COUNTY FINANCIAL PROJECT ID SHEET NO SR 60 PINELLAS 437498-1-51-02 D UNDER RULE 61G1 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY 5 _____ __ ____ / OVERBOOK ROOF4� JH' -8' \\ \ —_—_—_—_—_—_—_— _—_-_ OVERLOOK ROOF yq_g- I� \\44i, _________ CLEAR_H 4�HT� KEYNOTE LEGEND NO. DESCRIPTION A132 CHEMICALLY STAINED CONCRETE PIER, REFER TO KCA STRUCTURAL DRAWINGS A217 BIKE RACK MODEL# CBBR-TCR-SS A306 REACTIVE STAIN CONCRETE FINISH, TYP. COORDINATE COLOR SELECTION FOR APPROVAL WITH CITY OF CLEARWATER AND FDOT. A336 CAST IN PLACE CONCRETE BENCH, TYP. AS01 ARCHITECTURAL EXPOSED STRUCTURAL STEEL (AESS) FRAMING OF 6100 GALVANIZED COATING. TYP. FINISH TURAL STEEL SHACOLOR OF LL BE EXPOSEDYG-1000 FINISHROFC MATTE CONSISTENCY A503 MCNICHOLS PERFORATED METAL PANEL (MODEL 11I7145163)ASSEMBLY WITH INTEGRAL END U -EDGING 14 GAUGE MODEL# 40 71440210 INSTALL NEOPRENE GASKETS AS REQUIREDD FOROR AS ASSEMBLY REMAIN FLUSH WITH FRAMING SYSTEM AT SPLICE LOCATIONS MI NIP ! IIINiI11W 4504 BRIDGE PEDESTRIAN BICYCLE RAILING, REFER TO KCA STRUCTURAL DRAWINGS FINISH SURFACE 30'-H _ —�_--_---------=�._ FINISH SURFACES .: 3d -(Y'0 L' A593 ARCHITECTURAL METAL PANEL ASSEMBLY 1. RE: 1. REFER TO ALL OTHER PLAN SETS FROM OTHER DISCIPLINES FOR ADDITIONAL INFORMATION ®ELEVATION OELEVATION 4' 0 1 d 4 0 l6 �� I d 4' 0 16' ASOI- pF4� -- --- ..—_—_—_—_—_QER�QK RQOFA. .Y t�1' 48'-8' P u � 6 — \\ __—_—_---_—_— — /� —_--VVERLLOK ROy� 48_8„ FINISH COLOR FDOT LEGEND: COORDINATE ALL REACTIVE STAIN SELECT/ON$ WITH C/TY OF CLEARWATER AND FOR APPROVAL DURING CONSTRUCTION. NATURAL FINISH PER FOOT STANDARD REACTIVE STAIN CONCRETE FINISH COLOR 1 REACTIVE STAIN CONCRETE FINISH COLOR 2 �� \ Y= �' ____________ — ___ __ �F,.___ t ______ CLEAR HV201A -V 40-0' ___ A503 fA217 _ _— ., —_—_—_—_—_ CLEAR M€GHT� 1Y a0'-0" __ iluii:� ._ate... _..,. ._...........,..:.. , �,i , I it miurr'�� uuuiiu�ir�uil Imoal�.� I� °ui�llc F/NISHL6U 30 ks, C .n Fr..73i1�II F ''LL��p��W mKF-',1 .'. Vi ti 'G �" .i_��,lr IIi7Fl FIN/3H SURFACEi. -a' A306 2v3))L ti 4336 4132 lia ARCHITECTURAL NgO � MESH LEGEND: MUNICHOLS WIRE MESH (MODEL# 382319001 MCNICHOLS EXPANDED METAL (MODEL# 57001599) MCNICHOLS PERFORATED METAL (MODELk 1]145163) ELEVATION ELEVATION d 0 B 10 O 1.11.9 d 4' 8' 16' ALL NOTES ON ELEVATION I ARE TYPICAL AND APPLY TO ALL ELEVATIONS No. I Date I Issue / Nev,Sloo ER/CLUTTMANN, A/A W64/NC 3/11 W DR MART/NU/THEM K/N6 JR. BLVD SUITE 375OVERLOOK TAMP.[ FL 33607 ARCH/TECT BUS/NESS L/CENSE NO.: A426003274 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ELEVATIONS DWG NO. M-202Oz SHEET NO ROAD NO. COUNTY FINANCIAL PROJECT ID SR 60 PINELLAS 437498-1-52-02 U 0 THE OFFICIAL RECORD OF THIS ARCHITECTURAL MESH LEGEND: • MCNICHOLS WIRE MESH (MODEL# 38231900) MCNICHOLS EXPANDED METAL (MODEL# 57001599) ▪ MCNICHOLS PERFORATED METAL (MODEL# 17145163) KEYNOTE LEGEND NO. DESCRIPTION A501 ARCHITECTURAL EXPOSED STRUCTURAL STEEL (HESS) FRAMING OF 0100 GALVANIZED COATING. TYP. FINISH COLOR OF ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL BE EXPOSED 6-100 FINISH OF MATTE CONSISTENCY NOTE: 1. REFER TO ALL OTHER PLAN SETS FROM OTHER DISCIPLINES FOR ADDITIONAL INFORMATION. A503 MCNICHOLS PERFORATED METAL PANEL (MODEL #17145l63)ASSEMBLY WITH INTEGRAL END U -EDGING 14 GAUGE MODEL* 4071440210. INSTALL NEOPRENE GASKETS AS REQUIRED FOR ASSEMBLY TO REMAIN FLUSH WITH FRAMING SYSTEM AT SPLICE LOCATIONS OVERPASS ROOF No. I Dale MAX PANEL WIDTH 4 4'-0' PER MANUFACTURER (COORDINATE PANEL BREAKS TO ALIGN AS ILLUSTRATED, TYP.) ALIGN CORNERS, TYP. OENLARGED ELEVATION a r 2 Issue / Revision ERIC LVTTMANN, A/A AR 97/// N'6/, /NC. 3/// N. OR. MARTIN LUTHER KINE JR MVO. EDITH 375 TAMPA FL 33E07 ARCHITECT BUS/NESS LICENSE NO.: 9426003274 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 60 PINELLAS 437498-1-52-02 OVERPASS ENLARGED ELEVATION (1) DWG NO. AA -203 SHEET NO. IC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G1-16. THIS SHEET IS THE ELE B ALIGN ALIGN ARCHITECTURAL MESH LEGEND: • MCNICHOLS WIRE MESH (MODEL# 38231900) MYNICHOLS EXPANDED METAL (MODEL# 57001599) ▪ MINICHOLS PERFORATED METAL (MODEL* 17145163) KEYNOTE LEGEND NO, DESCRIPTION 4501 ARCHITECTURAL EXPOSED STRUCTURAL STEEL (AESS) FRAMING OF 6100 GALVANIZED COATING. TYP. FINISH COLOR OF ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL BE EXPOSED 6-100 FINISH OF MATTE CONSISTENCY NOTE' I. REFER TO ALL OTHER PLAN SETS FROM OTHER DISCIPLINES FOR ADDITIONAL INFORMATION. A503 MCNICHOLS PERFORATED METAL PANEL (MODEL #17145163)ASSEMBLY WITH INTEGRAL END U -EDGING 14 GAUGE MODEL* 4071440210. INSTALL NEOPRENE GASKETS AS REOUIRED FOR ASSEMBLY TO REMAIN FLUSH WITH FRAMING SYSTEM AT SPLICE LOCATIONS A540 MCNICHOLS EXPANDED METAL (MODEL #57001599) PANEL ASSEMBLY WITH INTEGRAL END U -EDGING 14 GAUGE MODEL* 4071440110. INSTALL NEOPRENE GASKETS AS REQUIRED FOR ASSEMBLY TO REMAIN FLUSH WITH FRAMING SYSTEM AT SPLICE LOCATIONS CLEAR_HEIGHT __FINISH SURFACEA� 3D-0' MAX PANEL WIDTH = NO. PER MANUFACTURER (COORDINATE PANEL BREAKS TO ALIGN AS ILLUSTRATED, TYP.) OENLARGED ELEVATION t D r z a No. I Date I Issue / Revision ER/C LUTTNANN, A/A AR 97/17 WII, /NC 37// W. OR. MARTIN LUTHER K/NE JR. MVO. SUITE 375 TAMPA, EC 33607 ARCH/TECT BUS/NESS LICENSE NO.. A4/600 770 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 60 PINELLAS 437498-1-52-02 OVERPASS ENLARGED ELEVATION (2) DWG NO. AA -204 SHEET NO. THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6161-16.005, F. MAX PANEL WIDTH = 4'-6" PER MANUFACTURER (COORDINATE PANEL BREAKS TO ALIGN AS ILLUSTRATED. TYP.) ALIGN PANEL TO CORNER ARCHITECTURAL MESH LEGEND: MCNICHOLS WIRE MESH (MODEL# 38231900) MINICHOLS EXPANDED METAL (MODEL# 57001599) MCNICHOLS PERFORATED METAL (MODEL. 17145163) KEYNOTE LEGEND NO. DESCRIPTION A501 ARCHITECTURAL EXPOSED STRUCTURAL STEEL (AESS) FRAMING OF G100 GALVANIZED COATING. TYP. FINISH COLOR OF ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL BE EXPOSED G-100 FINISH OF MATTE CONSISTENCY NOTE: I. REFER TO ALL OTHER PLAN SETS FROM OTHER DISCIPLINES FOR ADDITIONAL INFORMATION. A503 MCNICHOLS PERFORATED METAL PANEL (MODEL #17145163)ASSEMBLY WITH INTEGRAL END U -EDGING 14 GAUGE MODEL# 4071440210. INSTALL NEOPRENE GASKETS AS REQUIRED FOR ASSEMBLY TO REMAIN FLUSH WITH FRAMING SYSTEM AT SPLICE LOCATIONS A539 MCNICHOLS WIRE MESH PANEL (MODEL #382319001 WITH INTEGRAL END U -EDGING 14 GAUGE MODEL# 4080190110. INSTALL NEOPRENE GASKETS AS REQUIRED FOR ASSEMBLY TO REMAIN FLUSH WITH FRAMING SYSTEM AT SPLICE LOCATIONS vor - ...F-vwymisr—T7.4:7074i.$4;;;;1041.4krils s...Frlirsivtetre**44.411e • �.4t,t4.$4.4",..,,,4iti*.,43144%,"..44,..isn.........42.".•344:64...".....v,etwb . No. I Date I Issue / Revision ALIGN PANEL TO CORNER 0503 A501 A53 (7)ENLARGED ELEVATION a 1 r 2 z 4 _OVERPASS 96'-22""V ROOF?, FINISH SUR30-a'FACE ER/C LU7TMANN, AU AR 87/11 W6/, /NC. 3/// W OR. MARTIN LUTHER K/N6 JR BLVD. SO/TE 375 TANRA FL 33607 ARC BUS/NESS LICENSE NO.: 4.426003278 STATE OF FLORIDA DEPARTMEVT OF TRANSPORTATION ROAD NO. COUNT? FINANCIAL PROJECT 1D SR 60 PINELLAS 437498-I-52-02 OVERPASS ENLARGED ELEVATION (3) DWG NO. AA -205 SHEET NO SIGNED AND SEALED UNDER RULE 6161-16.005, F.A. THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIG! THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIG =El Top View -0.18 2.8120` '''7 9' t 11 2.8120' \ 29121 II �I i 2820' -/ ��/�' / 099 i X A - A End V•1.AM 02 88'' 376' -- Fr- �" NOLsw'R€Mes" "wx. NAND 0McNICHOLB' 01111021373120 mmkl�mm On 54....A..HOTTO MS .6,1 KALE r• -v r"� n .0 r, . M /MATER.CCISMJCTOON Lawlw•Sle.Ism WEAVI1,11.1151111f Woe. u.r...a 1114110140,11.14P# AWM 5w r.r 0 MM. TO 2000•.11.30• e WNW kaam swwae (...auGL a,1 .. ...". llmAw 30201900 &Aloe Ow 021.20:1 Re9e Nwrtw 1ot1 0 2021 AUNICHOLS CO. 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SU/TE 375 TAMPA FL 33607 ARC'N/TELT BUS/NESS L/CENSE Na: A42500774 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION / 1 ENCLOSURE MATERIALS 1 1 / DWG NO. 44-206 ROAD NO. COUNTY fINANCIAL PROJECT ID SHEET N0. SR 60 VINELLAS 437498-1-52-02 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIG Top Vie* 518.1--- , VC I 'C'''' 120" "'''''' 1201 ....,........... 10000••••C 6 11' End View ,.(....- 17.1 I_ ,.• Ur 106301' McNICHOLEr MdeIGIOLSe AC iSS ES A ING 1/00.237.31120 Accfif.' V E. tww.,......000.U400Kp0w .110.1. OP We w ww. PAwww woe. n 0 swam 4, sawkkag Zeim..:.., ew, Not! Aw6re Wee e le wt.. wwwwt wm Am nu o••1010..sio. ".. ...."..m.m.'" .. e .....,....... iii i.e.. *t......, ' . . ow... .. . , nr ** ''''': s • , 00.10' T0rh.0.1Gw.0 num PROW ly,•01 IJ ellyinyti:V 0.Fweg ki V ON•111 con U....,ww,W ragw,..rowernPwWww., M., !down. Meed and Wier mew A 011.1.0 CCU KOOK Vir • wen. C 104, COO Mom MOP., 401.0110 Reels. O. 101,2021 No 0 2021 AkNIC2/01.3 CO. AN Rights Reserved . , ' • i IX= IZI=EI i Top View 1 Wei_ Top View 1321.21—L_ OFFICIAL RECORD OF THIS SHEET 15 THE ELECTRONIC All ;n,,, iv AAJ" CC .1 1 I ,K..,...... A r-- 1 120. 1 .00>1.!..a. C 1201 e"......„... I 1• r...../.* End View 1-7, ,ii ler L._ -1.0.20. to. . • • • • v I End View : , Et. 1 1 . ® MaINICHOLEr 114041010tS. ACCESSOKS DRAWING 166110101.S* ACCESSORIES S00.227.1026 ACi22‘01+0 tree ..6 McNICHOLEr DRAWING nwalebels.cala MK., 1•41,FL4 /0nwooro CAVC,Of,11.5.1 1,1.0.940,1 NO, 20 KASE 237300 vetnichelseese I ACCESSORY ME 0.itigng w o., e Wee.CO ... p . ..'.........' ....., . ... wer:w w WNW. CO ea. es ree*.sa..,................ .0631r ACCESSCW0110,elf.110.• TY0.,.....0.1. ri. 0owing • ,11,44.1 vrti. crAvAme • • WI c r harm. [dyes ix I Alwelswe Piro.* • 0111...CI.E.R5M2.1 ..."'int- ''"""""'"".".". g wp, f•legeo A071010210 Ilierblee Deb 10.171021 Pees Number 0 a 1 RihtsRerved g ,Oisewl4 W a m ., ....r, .. .seeiro. wee.. , ,., , co. ...... wa w..,.,... •' ......,,,,*.e0.4 ...e..... ee. . GAUGE,HICKNESS t.{Gwge i 0,85,,W*, ACCESS0P PROFILE ,),..., ,, .4, l,.. 01ftWeg • ,Whi.1 ciose•Are.2 .1111 UN.. F. ame We dget. gwiess**.af . MeV. Eroar..nd Mew aedWet 141.M1 0 Cifsbat.M.E.45,•eti Im• C 1.040.H ...OP. 4080140110 Ibriall. 03. 10 212021 Page *bet 0.1 2021 MeNCHOLS COAO . All Right. Reserved. Na 1 Date I Issue Reetsfon e4 i I ERIC 1911NANN, A/A .4R 911/1 IP6/, INC. STATE OF FLORIDA I-. DWG NO. 3,11/ W. DE NAR1/N L0/OWER KIN6 JR. 8/90. DEPARTMENT OF TRANSPORTATION AA-207 se/ire 175 1ANRA FL 11607 ROAD NO. COUNTY FINANCIAL PROJECT ID ENCLOSURE MATERIALS (2) SHEET NO. astwtrEcr BUSINESS LICENSE NO... A416003771 SR 60 PINELLAS 437498-I-52-02 — '_FIN/SH�U FA OSIGNAGE SECTION a 4' 8' 10 III 1 1111111'111 1 111111111 III JI1111,1 D - ___—___QVERPASS 411.60_01„4 6'? R00F 40. aa -m 111117IIIII 1111113111IIIIIIIIIIU '1111!111 4306 —W— OSECTION a 4' B 16 ___ OVERPASS ROOF 46'-- _-_- CLEAR HEIGHT PIER SECTION CUT No. Date 1 Issue / Revision PIER SECTION CUT OSECTION 4' 6' 16' a 4' B l KEYNOTE LEGEND NO. DESCRIPTION A202 SIGNAGE, REFER TO SIGNING AND PAVEMENT MARKING FOR REQUIREMENTS. INSTALL 3' - 0" FROM INTERIOR EDGE OF FRAMING. REFER TO STRUCTURAL PLANS FOR INSTALLATION DETAILS, TYP. A217 BIKE RACK MODEL# CBBR-2CR-5S 4302 PRECAST CONCRETE PIER, REFER TO STRUCTURAL A306 REACTIVE STAIN CONCRETE FINISH. TYP. COORDINATE COLOR SELECTION FOR APPROVAL WITH CITY OF CLEARWATER AND FDOT. A336 CAST IN PLACE CONCRETE BENCH, TYP. A501 ARCHITECTURAL EXPOSED STRUCTURAL STEEL (AE55) FRAMING OF G100 GALVANIZED COATING. TYP. FINISH COLOR OF ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL BE EXPOSED G-100 FINISH OF MATTE CONSISTENCY 4503 MCNICHOLS PERFORATED METAL PANEL (MODEL #17145163)ASSEMBLY WITH INTEGRAL END U-ED61N6 14 GAUGE MODEL* 4071440210. INSTALL NEOPRENE GASKETS AS REQUIRED FOR ASSEMBLY TO REMAIN FLUSH WITH FRAMING SYSTEM AT SPLICE LOCATIONS A504 BRIDGE PEDESTRIAN BICYCLE RAILING, REFER TO KCA STRUCTURAL DRAWINGS A539 MCNICHOLS WIRE 14E56 PANEL (MODEL #38231900) WITH INTEGRAL END U -EDGING 14 GAUGE MODEL# 4080140110. INSTALL NEOPRENE GASKETS AS REQUIRED FOR ASSEMBLY TO REMAIN FLUSH WITH FRAMING SYSTEM AT SPLICE LOCATIONS NOTE: 1. REFER TO ALL OTHER PLAN SETS FROM OTHER DISCIPLINES FOR ADDITIONAL INFORMATION. FINISH LEGEND: COORDINATE ALL REACTIVE STAIN COLOR SELECTIONS WITH CITY OF CLEARWATER AND FOOT FOR APPROVAL DURING CONSTRUCTION. 1I NATURAL FINISH PER FOOT STANDARD ▪ REACTIVE STAIN CONCRETE FINISH COLOR 1 REACTIVE STAIN CONCRETE FINISH COLOR 2 ARCHITECTURAL MESH LEGEND: M<NICHO05 WIRE MESH (MODEL# 38231900) M<NICHOLS EXPANDED METAL (MODEL# 57001599) • M<NICHOLS PERFORATED METAL (MODEL# 17)45163) ER/C LU7774ANN, A/A AR 977// N'67, /NC 377/ W. OR. HART//V LUTHER K/N6 JR RLYO. SU/TE 375 TA4PA FL 33607 ARCH/TELT 071/5/8755 I/CENSE NO.: A426003274 STATE OF FLORIDA DEPARTMEVT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID 5R 60 PINELLAS 437498-1-52-02 SECTIONS DWG NO. AA -301 SHEET NO. KEYNOTE LEGEND _ NO. DESCRIPTION 'J� ':• }):A701 CANOPY OVERHEAD. TYP. 3/4" CHAMFERED EDGE A306 d ; t I A108 PAVEMENT STRIPING, TYP. APPLY CONCRETE REACTIVE STAIN CAREFULLY AROUND PAVEMENT STRIPING. REFER REFER TO DETAIL i THIS SHEET TOP OF CONCRETE P� • ii I 4117 TO SIGNING AND PAVEMENT PLANS-S BIKE RACK MODEL*CO CINIS _. 4 DECK. \... .,_ � "" .. �� ( { J 4306REACTIVE CRETE STAIN CONCRETE FINISH, TYP. COORDINATE COLOR SELECTION FOR APPROVAL WITH CITY OF CLEARWATER AND FDOT I#f . A336 CAST PLACE NCRETE BENCH, TYP CEOXPOSED • A5011 ARCHIITECTURAL STRUCTURAL STEEL(, ESS) FRAMING F 777 ' n IS COLOR OF AgCH�oECTURALLYEf EXPOSED STRUCTURAL . •:. , dB1sC -'• ' 7 33: = K^ .' __, t I I,., t 4dd.�F\„! .; STEEL SHALL BE EXPOSED 0-100 FINISH OF MATTE CONSISTENCY 1/7' TIP i -�N`—inr5A504 --- — - i'N�'. BRIDGE PEDESTRIAN BICYCLE RAILING, REFER TO KCA STRUCTURAL DRAWINGS A1039 ADA ACCESSIBILITY S-0” TURNING RADIUS. TYP. OCIP BENCH SECTION TIRE GRAPHIC ENLARGED O GRAPHIC LAYOUT O a I' 7 4 a I' 7 4• a zI B B ALIGN REACTIVE STAIN WITH EDGES MAINTAIN DESIGN INTENT, TYP. A108 I ALIGN REACTIVE STAIN WITH BEND IN r ,YSLOPE AND PAVEMENT MARKINGS AS ILLUSTRATED, TYP. m :,I • A501 2 ', ASU4 A306 ff.. C 6•' -:B' L B 2 6 2 ` - SII',, a, 4 C ®rI11��'� 6. < ` 4 6' JaY 6- 5 6 9" 6 5 B G" S' 4 A504 .:k�. b . M..� t. I �.b : F ...... -. .. 4 :: {� v w � BELOW AI03 __ AS00 ASO4 336w ti --- NOTE: h 1. REFER TO ALL OTHER PLAN SETS FROM OTHER DISCIPLINES FOR ADDITIONAL INFORMATION. w 2 J/ __ _ A101 -"-_ __ A101 \ e "" , ED, EENNLARGE�D_PLAN 1 FINISH COLOR FOOT '.I • i;` LEGEND: COORDINATE ALL REACTIVE STAIN ut SELECTIONS WITH CITY OF CLEARWATER AND = FOR APPROVAL DURING CONSTRUCTION. LL NATURAL FINISH PER FOOT STANDARD O 2 REACTIVE STAIN CONCRETE FINISH COLOR 1 0 2' 8 BREACTIVE ` •;.1STAIN CONCRETE FINISH COLOR 2 No. I Date I Issue / Revision vi TMANN, 4/4 A,T R07 w6< /NC. STATE OF FLORIDA_ 1‘..j ~ DWG N0. 3/1/ w. OR. HART/N LUTHER K/N6 JR. BL✓O. DEPARTMENT OF TRANSPORTATION AA -401 $U/TE 375 TA IA4 FL 33607 ROAD N0. COUNTY FINANCIAL PROJECT ID nl+L`T n��p ENLARGED Ll vl..11 aJl:.11 r 53 SHEET NO. ARL%//TECT BUS/NESS 1/CENSE NO: A426007274 SR 60 PINELLAS 437498 -1 -51 -OI ED AND SEALED UNDER RULE RIG OFFICIAL RECORD OF THIS SHEET IS THE ELE I. 2= uN N _ W a �� I 4503 1A539 0501 -STEEL KEYNOTE LEGEND NO. DESCRIPTION 4343 CORETE PARAPET BY OTHERS 4501 ARCHITECTUFNCA EXPOSED STRUCTURAL STEEL (AE55) FRAMING OF G100 GALVANIZED COATING. TYP. FINISH COLOR OF ARCHITECTURALLY EXPOSED STRUCTURAL SHALL BE EXPOSED G-100 FINISH OF MATTE CONSISTENCY 4535' A503 n; -� - 0 I A503 . A543 A A503 MCNICHOLS PERFORATED METAL PANEL (MODEL 4 7 INSTALL ND U-EOGI 14 GAUGE MODEL* 00 WITH INTEGRAL END NEOPRENE G FLUSH WITHAS FORASSEMBLY1 L SYSTEM AT SPLICE LOCATIONS N 0 N / �1 ' / 0 --- - r:-,. I --- 777_7_—, / - -}- �� _ '� i–�-^- - - -- _ _ _ __ % / "' • 1. A539 IRRAMINGOS MCNICHOLS WIREMESHPANEL (MODEL 4'38731900) WITH INTEGRAL END U EDGING 14 GAUGE MODEL* 4080140110 INSTALL NEOPRENE GASKETS AS REQUIRED FOR ASSEMBLY TO REMAIN FLUSH WITH FRAMING SYSTEM AT SPLICE LOCATIONS A503 1 0 - I . I I ,. 0 i /i \ I/ { / � / / / _ - - - i \ J A540 MCNICHOLS EXPANDED METAL (MODEL #57001599) PANEL ASSEMBLY WITH INTEGRAL END U -EGGING 14 GAUGE MODEL* 4071440110. INSTALL NEOPRENE GASKETS A5 REQUIRED FOR ASSEMBLY TO REMAIN FLUSH WITH FRAMING SYSTEM AT SPLICE LOCATIONS ,, ,,.. --_ __.J __... .._.. 4543 STEEL PLATE, REFER TO STRUCTURAL A595 3/0' DIA ADHESIVE ANCHOR BOLTS, REFER TO KCA STRUCTURAL DRAWINGS FOR TYPICAL DETAIL O 0 O O 0 O. \ \ • • •' A3431 A595 °DETAIL a 3' H 1 °DETAIL a 3 6^ 1' @DETAIL 0 3 6 1' A540 A503 4501 �' 4501 1 f 1 i 11 amom—' 1 ENLARGED PLAN NOTE: 1. REFER TO ALL OTHER PLAN SETS FROM OTHER DISCIPLINES FOR ADDITIONAL INFORMATION. 2. ALL DETAILS ARE SHOWN ORTHOGONALLY FOR CLARITY. TYP. I O a I' 2' 4' No. 1 Dale I Issue / Revision ER/CLUT7MANN, A/A AR 97!77 P167, /RC 3177 W. OR. MART/A/ LUTHER KING JR. BIWA SU/rE 375 EL TAMPA, FL 33607 ARCHITECT BUS/NESS LICENSE NO.: A476003774 STATE OF FLORIDA DEPARTMENT OFTRAIITSPORTATION DETAILS (I) DWG NO. AA -501 SHEET NO. ROAD NO. COUNTY FINANCIAL PROJECT ID SR 60 PINELLAS 1379984-57-07 ED AND SEALED UNDER RULE RIG OFFICIAL RECORD OF THIS SHEET IS THE ELE //7/4• CLEAR. TYP 1 1 1/7 PANEL LEGS, 6'rEP r", PANEL ANGLED TO NEXT STRUCTURAL KEYNOTE LEGEND NO. DESCRIPTION It as `7 aMEMBER, W THIS COVD17/ON al 4343 CONCRETE PARAPET BY OTHERS TYP A503 MCNICHOLS PERFORATED METAL PANEL (MODEL .17745163)ASSEMBLY WITH INTEGRAL END U -EDGING 14 GAUGE MODEL. 4071440210. INSTALL NEOPRENE GASKETS AS REQUIRED FOR ASSEMBLY TO REMAIN FLUSH WITH FRAMING SYSTEM AT SPLICE LOCATIONS A59 - ,- / u ti %.]:,i',-- Z W o� z,.4„, I % % IMPS A9, I/4' CLEAR, TOP. FASTENER AND (\ U -EDGING C A53' mm �/ �/,� � % 111•11 PANEL ANGLED TO NEXT STRUCTURAL MEMBER, TYP. MN <\ A504 BRIDGE PEDESTRIAN BICYCLE RAILING, REFER TO KCAL STRUCTURAL DRAWINGS A522 FASTENER WITH FLAT WASHER B 17 O.C. MAX ON ALL PANEL EDGES FROM PANEL ENDS. TYP. I- Ilf �� I' A539 MCNICHOLS WIRE MESH PANEL (MODEL .38231900) WITH INTEGRAL END U -EDGING 14 GAUGE MODEL. 4080140110. INSTALL NEOPRENE GASKETS AS REQUIRED FOR ASSEMBLY TO REMAIN FLUSH WITH FRAMING SYSTEM AT SPLICE LOCATIONS BOLT AND V -EDGING, TYP. ' ��/ I; / I i '�� 2 $$ ,' A591 ENCLOSURE MATERIALS MCNICHOLS INTEGRAL EDGING, TYP. REFER TO A50 � �, .4594 TO STRUCTURAL STEEL STIFFENER 14 GAUGE , REFER 432 1/4• CLEAR, TYP. IA, ZZAO. ��/ A599 3/8. DIA STAINLESS STEEL LOCK NUT, 1/8' BOLT END AT 476 ti ��,/�� ` �ul�� A53• _ A760 NEOPRENEXPOSURE. ISOLATEDTYP STRIP NEOPRENE STRIP --/l 0 L A522 _ MO' _ i� I / V I.j .... 1' /A. j 1/4" CLEAR. TOP 46" . 7. ,./ DETAIL DETAIL / DETAIL ° ° ° C 1 T 3' a I �1" 3• a 1 I$" 3" 6" a ' %ri/, 0 01I0 / A504''/A591 A53• / A343 94/ A590 ' 4760 t'14599 IiIj i. ,. l , n O 0 PLAN O PANEL SPACE NOTE: 1. REFER TO ALL OTHER PLAN SETS FROM OTHER DISCIPLINES FOR ADDITIONAL INFORMATION. 2. ALL DETAILS ARE SHOWN ORTHOGONALLY FOR CLARITY, TYP. °ENLARGED a 3- 6" 1 °TYPICAL a 3" 6" 1 Na I Dale I Issue / Revision ER/C LUTTMANN A/A w 7, iNC 31/7 W. OR. MARTIN LUTHER L'/N6 JR. BLVD SUITE 375ROAD TAMPA, PL 33607 AREHITECT BUSINESS LICENSE NO, .4425005274 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION DETAILS (2) DWG NO. AA -502 SHEET NO NO. COUNTY FINANCIAL PROJECT ID SR 60 PINELLAS 437498-1-52-02 ICTAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G1 PANEL ANGLED TO NEXT STRUCTURAL ?PANEL LEGS KEYNOTE LEGEND MEMBER, TYP. TYP @ THIS CONDITION NO. DESCRIPTION tiii P CLEAR, TYP. A13O REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION A343 CONCRETE PARAPET BY OTHERS A53 A5O1 t / A59• A5O1 ARCHITECTURAL EXPOSED STRUCTURAL STEEL (HESS) FRAMING OF 0100 GALVANIZED COATING. TYP. FINISH COLOR OF ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL BE EXPOSED 0-100 FINISH OF MATTE CONSISTENCY / I" CLEAR TYP. 1/7 .45O3 MCNICHOLS PERFORATED METAL PANEL (MODEL #17145163)ASSEMBLY WITH INTEGRAL END U-EDGING 14 GAUGE MODEL# 4071440210. INSTALL NEOPRENE GASKETS AS REQUIRED FOR ASSEMBLY TO REMAIN FLUSH WITH FRAMING SYSTEM AT SPLICE LOCATIONS h A522 FASTENER WITH FLAT WASHER @ 12' 0.C. MAX ON ALL PANEL EDGES FROM PANEL ENDS, TYP, A5O4 A594 A5O4 ..,__/-1:::179 595 A539 MCNICHOLS WIRE MESH PANEL (MODEL #38231900) WITH INTEGRAL END U-EDGING 14 GAUGE MODELS 4080140110. INSTALL NEOPRENE GASKETS AS FRAMING SYSREQUIRED TEMSSEMBLY TO REMAIN AT SPLICE LOCATIONS FLUSH WITH ii" :- al .4543 A543 STEEL PLATE, REFER TO STRUCTURAL %/�i/'/��#��, .4594 1/2' STAINLESS STEEL STIFFENER 14 GAUGE , REFER I�M� =- I�I�I TO STRUCTURAL le 5O3 [[ A595 3/4" DIA ADHESIVE ANCHOR BOLTS, REFER TO KCA STRUCTURAL DRAWINGS FOR TYPICAL DETAIL ,e, A760 Er A599 3/8" DIA STAINLESS STEEL LOCK NUT, 1/8" BOLT END 0j A522 F A54 3 ` '.1 A760 EXPOSURE, TYP AT 12" O.C. NEOPRENE ISOLATED STRIP A393 DETAIL ODETAIL a I' 7 Yf 3' ®DETAIL d 3" 6" I• O a 3 6" 1' ----.• 3" PANEL LEG TYP @ THIS CONDITION 9. THIS COND iiit A539 I 1/7 UP. "/ t 0059976O Er EQ t EU A5O1 / PANEL ANGLED TO NEXT STRUCTURAL MEMBER, TYP. t 1/P CLEA' I 1 7' ,A13O A52 A503-\\1/B" A76 CLEAR, TYP. TY' PANE EG % @THIS COND ION / A52 t / 4vf r t S....21,95-- ASO _-- A76,z, r ��/�� 110° 0 'CLEAR, TYP. ne°14 ---� I/i//II r ,,, A59 / / / 0 „,-,°,e,, ior V DETAIL DETAI L DETAI L NOTE' O O I O ALL OTHER SETS FROM d 1 3' 3" 6' d QI W3" d 7 yl DISCIPLINES FOR ADDITIONALTO 2. ALL DETAILS ARE SHOWN ORTHOGONALLY FOR CLARITY. TYP. u Na I Date I Issue / Rottman ER/C L1/I7NANN, AM AR 971/3 STATE OF FLORIDA DWG NO. /CZ /NC. 3WJJlOR MART/NCl/7/AER KING JR. MVO DEPARTMENT OFTRANSPORTATION AA-503 Ta/TE 375 TANVq, FL 33607 ROAD MO. COUNTY FINANCIAL PROJECT lD D !lL DETAILS s �3� SHEET NO ARC BUS/NESS L/CENSE NO.. A426'005274 SR 60 PINELLAS 437498-1-52-02 OPERSPECTIVE VIEW OPERSPECTIVE VIEW OPERSPECTIVE VIEW NOTE: ALL 3D IMAGES ARE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. THEY ARE NOT INTENDED FOR USE IN CONSTRUCTION AND DETAILING OF THE PROJECT OPERSPECTIVE VIEW SIGNED AND SEALED UNDER RULE 61G1-16.005, F.A.C. No. I Date I Issue / Revision ER/C LUTTMANN. A/A AR 9711/ NG/, INC 31// N. DR. MARTIN LUTHER R/NG JR. BL✓D. SUITE 375 TAMP.( FL 33607 ARCH/TELT BUS/NESS LICENSE I/O.. A426003774 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT 10 SR 60 PINELLAS 937498-1-52-02 PERSPECTIVES DWG NO. AA -901 SHEET NO. THE OFFICIAL RECORD OF THIS SHEET IS THE EL ELECTRICAL LEGEND SYMBOL DESCRIPTION MOUNTING 'Q BRANCH CIRCUIT CONDUIT AND WIRE CONCEALED ABOVE CEILING OR BEHIND FINISHED WALL N/A RACEWAY EXPOSED ON WALL OR CEILING N/A s6 • ED `,. HOMERUN TO PANELBOARD - LETTER INDICATES PANEL, NUMBER INDICATES CIRCUIT, MINIMUM 3/4' CONDUIT. NOTE: ANY HOMERUN WITHOUT FURTHER DESIGNATION INDICATES TWO #12 AWG AND #12 AWG EQUIPMENT GROUND. DEDICATED CIRCUIT REQUIRES SEPARATE NEUTRAL N/A —3 CONDUIT CAPPED N/A e 120/208 VOLT POWER PANELBOARD M.H. 6-0' TO TOP OR AS NOTED v 277/480 VOLT POWER PANELBOARD M.H. 6-0' TO TOP OA AS NOTED y NON -FUSIBLE SWITCH H.H. 6-0' TO TOP OR AS NOTED to FUSIBLE SAFETY SWITCH M.N. 6-0" TO TOP OR AS NOTED 0. DUPLEX RECEPTACLE - 120VAC M.N. 4? AFF TO BOTTOM OR AS NOTED 410 DOUBLE DUPLEX RECEPTACLE - 120VAC M.N. 16" AFF TO BOTTOM OR AS NOTED 0 DUPLEX RECEPTACLE - 120VAC. LETTER NEXT TO DEVICE INDICATES THE FOLLOWING: 'WP a WEATHERPROOF TYPE. 'GFT' a GROUND FAULT PROTECTION TYPE. 'DL' - DAMP LOCATION WEATHERPROOF COVER (NOT IN USE TYPE) 'TP a TAMPER PROOF. M.H. 16' AFF TO BOTTOM THIS IS A STANDARD LEGEND. NOT ALL DEVICES SHOWN ARE USED IN THESE DOCUMENTS. ELECTRICAL LEGEND SYMBOL DESCRIPTION MOUNTING 'Q SURFACE MOUNTED LED LUMINAIRE, LETTER INDICATES TYPE. SURFACE MTD - SEE FIXTURE SCHEDULE SURFACE LED LUMINAIRE, LETTER INDICATES TYPE. SURFACE MTO - SEE FIXTURE SCHEDULE D SURFACE LED LUMINAIRE, LETTER INDICATES TYPE. SURFACE MTD - SEE FIXTURE SCHEDULE SINGLE POLE SWITCH (120/277V), LETTER INDICATES FIXTURE GROUPING BY SWITCH M.H. 48- AFF TO TOP 42 THREE WAY SWITCH (120/277V), LETTER INDICATES FIXTURE GROUPING BY SWITCH M.N. 48' AFF TO TOP h SINGLE POLE SWITCH (720/27]V). XEY OPERATED, LETTER INDICATES FIXTURE GROUPING BY SWITCH N.H. 48' AFF TO TOP $ MOTOR/HP RATED TOGGLE SWITCH SIZED PER MOTOR MANUFACTURER'S RECOMMENDATION, MINIMUM 20 AMP. SURFACE, ADJACENT TO OR ON MOTOR os S LINE VOLTAGE (120/277 VOLT) SWITCH WITH INTEGRAL OCCUPANCY SENSOR (AUTO ON/AUTO OFF) M.H. 48' AFF TO TOP LLA LOW VOLTAGE LIGHTING CONTROL WALL SWITCH. PUSH BUTTON ON/OFF, STAINLESS STEEL COVERPLATE. COORDINATE WITH THE OCCUPANCY SENSOR. LETTER INDICATES FIXTURE GROUPING BY SWITCH M.H. 48' AFF TO TOP 4 1 LOW VOLTAGE MULTI -WAY LIGHTING CONTROL WALL SWITCH (e.g. 3 -WAY). PUSH BUTTON ON/OFF, STAINLESS STEEL COVERPLATE. COORDINATE WITH THE OCCUPANCY SENSOR. LETTER INDICATES FIXTURE GROUPING BY SWITCH N.H. 48" AFF TO TOP 0 PUSH-BUTTON DIMMER SWITCH, ON/OFF/DIMMING - 0-I0V. LED DIMMER SHALL BE COMPATIBLE WITH LED DRIVER AND OCCUPANCY SENSOR. M.H. 48' AFF TO TOP $5 MULTI -WAY PUSH-BUTTON DIMMER SWITCH. ON/OFF/DIMMING (MULTI -WAY APPLICATION WITH NON -DIMMING UNITS ONLY) 0-10V LED DIMMER SHALL BE COMPATIBLE WITH LED DRIVER AND OCCUPANCY SENSOR. N.H. 48' AFF TO TOP ABBREVIATIONS AFF ABOVE FINISHED OOR .G ABOVE FINISHED GLRADE E EXISTING UR EXISTING 0 REMAIN FRC ELECTRIC WATER COOLER DWI ELECTRIC NIVEA HEATER EL EWIP.MENI GROUND BALLAST ESB ENERGY SAVING EXP EAPLOSION PROOF 'ACP FIRE ALARM C.TROL P FATE FIRE ALARM TERMINAL CABINET EDP FLAT PANEL DISPLAY , 6110 GROLIND 6GW6 GYPSUM WAIL BOARD . HAND DER INTERCOIHIALINO CABINET MG MOUNTING MDMOUNTED MOUNTING HEIGHT Am NOT APPLICABLE DEC/ CONTRACTOR (STALLED PRO/ PROJECTOR LOCATION uo.A. UNLESS UG UNDERGROUND ISE NOTED REMOVE MF WEATHER PROOF ELECTRICAL GENERAL NOTES: OWES; NOTES APPLY TO ALL SHEETS, ALL ELECTRICAL WON SHALL MEET ALL OF THE REOUIREMENTS OF THE A. FLORIDA BUILDING CODE IFBCI NTH EDITION I20I311EFFECT ICE MECANICITHIS CODE INCLUDES THE 2023 FBC BUILDING. H. P MBIN. ENERGY CONSERVATION, FUEL GAS, ACCESSIBILITY, AND TEST PROTOCOLS VOLUMES. FURTHER. SEE THE FRC BUILDING CHAPTER 35, FBC MECHANICAL CHAPTTERR IS; PBC PLUMBING CHAPTER IS: FRC ENERGY CONSERVATION CHAPTER 6: AND FBC FUEL 445 CHAPTER EH NTH EDITION Of THE FLORIDA FIRE PREVENTION CODE HEICI: THIS CODE DES THE FLORIDA VERSIONS Of NEPA I AND NEPA 101. (EFFECTIVE DECEMBEN JI, 20231 fi IS 2070 gTrAM. ELECESPO COSI HE SITE 4N0 VERIFY THE EXISTING CONDITIONS T FURNISH AND KNOWLEDGE THE SCOPE OF WORN INVOLVED3. 'PROVIDE.SHALL ([AN A. IN GENERAL. THESE DRAWINGS ARf SCHEMATIC IN NATURE AND SHOULD NOT BE SCALED. IT SHALL NOT BE THE INTENT Of THESE PLANS .0/ORSPECIFICATIONS TO SNOW EVERY MIN. DETAIL Of CONSTRUCTION. PROVIDE .L irEms NECESSAAT FOR A COMPLETE AND OPERATIONAL SYSTEM S. ELECTRITRADES. RE INSTALLATION ENTIRE SET OECLOSELY DDOCUMENTSNFOIRAONO THER WITH ILL-TIMED INSTALLATION INCLUDING ANY REPAIRS OST OF REPLACENEMrIS IF 6 ALL CONDUITS AND BOXES SHALL BE CONCEALED SCHASTMIUUCHC IN AS POSSIBLE UNLESS OTHERWISE NOTED. CONDUIT OSS ROUTING TO BEDETERMINED INTHEN FIELD UNLESS OTHERWISE NOTED. F APPLY A OTHERWISE EXTEN/DING OATING FBOM BELOW 6NDE FOR ALL PENETRATING FLOOR SLABS OR B. OVINSTALLATION IDE AIL REQUIRED PULL BOXES, JUNCTION BOXES, ETC. FOR A COMPLETE 9. ALLCONDUCTORS SHALL BE BE STRANDED DUITCOPPEN, THHN/THWN, MINIMUS #LS AWL. ALL CONDUCTORS C CABLE OTHER OCABLING 11. CIRCUITS SHALLL CONTAINA SEPARATE,GREER COPPER GROUNDING iz.PANELBOARDS SHALL BE ACCURATELY LABELED r0 IDENTIFY FINAL CIRCO, NUMBERS urruzEv. THEIR IND AND LOCATION. DO NOT SHARE NEIRR.f. PRMIDE DEDICATED NEUTRALS FOR EACH CIRCUITALL ABOVE GROUND CONDUIT SH.L BE INTERMEDIATE ALUMINUM WIT II. STEELSTAIIIIESS SUPPORTS I5. All BRANCHCIRCUIT BO ESSHALL BEOCAST ALU (NUN WEATHERPROOF TYPE. 16. RACEWArs D IBXWAANnNCBF[N.S.FTONWNCOxfE.f. FAM (nAS POSSIBLE REWIREMExTS. NH SPECIAL PROVISIONS (SPECIFICATIONS, FOR MORE ELECTRICAL DRAWING INDEX SHEET NAME ELECTRIC. GENERAL NOTES IT'D SYMBOL LEGEND AE -004 DIMINIRE SCHEDULE AND CUT SHEETS ELECTRIC. Pax OVERP.S ELEVATIONS - LIGHTING PHOTOMETRIC PIAN ELECTRIC. RISER DIAGRAM S IN ELECTRIC. DETAILS ID No. I Date Issue / Revision ROBERT C .ONSTpY, PE PE 10858 WEE /NC 3/// W OR MART/N LUTHER KING JR BLVD. SUITE 375 TAMPA FL 33607 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 60 PINELLAS 437498-1-52-02 ELECTRICAL GENERAL NOTES AND SYMBOL LEGEND DWG NO. AE -001 SHEET NO. ED AND SEALED TYPE 'N Lv..M=L4L4H ro.M KWWMWcoa TYPE XCOLOR 0. TALO{NCAPBULILOi°(°3 1.7.8,171.11.-54401.• 1)-(_...--14w-m" .: V w.0 w LAMS a ,r • e �. = a. T-67 LED STANDALONE LUMINAIRE WITH DIE CAST ALUMINUM W.I.. CEATEMPEREDLUMENS .S.S NS. AND TWO SUM ADIVSTABLE TYPE LL MOUNTING oaaossrs WITH RIDGE/OVERPASSS VIBRATION RATING. LISTED FOR WET LOCATIW. IP66. CUSTOM COL. LUMENPULSE 120/117-11-3.7.35K2O9O.SW{L. Fwnu eG-...-60-CC, OR APPROVED CONNECT.PROVIDE LEADER CABLE Ix IFLE I. ALL sranarss STEEL HARDWARE. IA B ED, 358 0K LED DRIVER DIMMING SURFACE MOUNTED �./�/ v .. ,. 1 PER 3.BODK ER SUPPLY ACE ED FACINGPEA GR„o,GR INDIRECT LIGHTING ALONMLUMIN TIRE WITH DIE d LED STAND ALUMINUM CAST FROSTED TEMPERED USS LENS, AND TWO 121 CH INCREMENTALLY ADJUSTABLE TYPE WALL MOUNTING BRACKETS BRIDGE/OVERPASSWITH VIBRATION RATING AND IO.WEGREE DISTRIBUTION OFTICS. US ED FOR WET LOCATION. IP66, CUSTOM COLOR LORENA.. EWrvKEM.III-CC.0-CC, OR APPROVED PROVIDADER CONNECTOR CABLE IWLFLCI. RECESS. 120 15 D 1,687 WM.. 3 00K LED DRIVER TYPE .18 Kodo4$M Wed -51aOc W,0N, taw. laa.mmr.&mem 1 luminii TYPE 'C 8� LPans. • 1C WHITE 115311 o TYPE c AND +R.RW.LA.N RM.M AWnnpWi .moi INDICATES LENGTH OF LUMINAIRE IN FEET AND INCHESEILETELE. FIXTURE TYPE V, LENGTH 6d' REFER TO PLANS FOR ADDITION. INFORMATION. LUMINAIRE SCHEDULE TYPE DESCRIPTION V WAS LAMS DRIVER MOUNTING T-67 LED STANDALONE LUMINAIRE WITH DIE CAST ALUMINUM W.I.. CEATEMPEREDLUMENS .S.S NS. AND TWO SUM ADIVSTABLE TYPE LL MOUNTING oaaossrs WITH RIDGE/OVERPASSS VIBRATION RATING. LISTED FOR WET LOCATIW. IP66. CUSTOM COL. LUMENPULSE 120/117-11-3.7.35K2O9O.SW{L. Fwnu eG-...-60-CC, OR APPROVED CONNECT.PROVIDE LEADER CABLE Ix IFLE I. ALL sranarss STEEL HARDWARE. IA B ED, 358 0K LED DRIVER DIMMING SURFACE MOUNTED �./�/ 117.7Es SURFACEsraric MOUNT LINEAR LUMINAIRE WE WIITE TH FIXED mouor CP AND ARCHITECT. SELECT DOF TRIM ACCESS... EaF�;SK-F-CB-..E-..-.,N46 IID VOLT -24 POWER SUP OWOCU-W-96-141 AND POWER FEED/CONNECTORS AS NECESSARY. 1 PER 3.BODK ER SUPPLY ACE ED FACINGPEA GR„o,GR INDIRECT LIGHTING ALONMLUMIN TIRE WITH DIE d LED STAND ALUMINUM CAST FROSTED TEMPERED USS LENS, AND TWO 121 CH INCREMENTALLY ADJUSTABLE TYPE WALL MOUNTING BRACKETS BRIDGE/OVERPASSWITH VIBRATION RATING AND IO.WEGREE DISTRIBUTION OFTICS. US ED FOR WET LOCATION. IP66, CUSTOM COLOR LORENA.. EWrvKEM.III-CC.0-CC, OR APPROVED PROVIDADER CONNECTOR CABLE IWLFLCI. RECESS. 120 15 D 1,687 WM.. 3 00K LED DRIVER MOUNTED WITH MANUFACTURERS A. BRACKET UPWARDS !M\ �:/�l D ED DALONE LUMINAIRE WITH DIE GLA KBNSMAM0oIICINCEMERF✓SIE, NTwI INCH INCREMENTALLY ADJUSTABLE TYPE WALL WONTING BRACKETS WITH BRIDGE/OVERPASS VIBRATION RATIN' AND IDA. LISTED FORDWERELOCATION T 0 1066 CUSTOM I6COLOR L �I20/2TT-4B-JT5 35,110 -10730 -FR EWIVKExMI Ie -CC -SO -CC, OR APPROVED PROVIDE LEADER CONNECTOR CABLE INLELCIAS NECESSARY. 120 I5 LED 1SI3 LUMENS. 3,500K LED DRIVER MOUNTED WITH ARN FACING � BRACKET s GO F..PROVIDE BLUELED SURFACE MOW. LINEAR LUMINAIRE WITIE HIDDEN FIXED STEEL MOUNTING CLIP AND FROSTED LENS.NA OF TFACCPE7SOA7511ATN 5£A .03SC S.0 -B- ENC -TD-TL OR APPROVED EQUIVALENT. IT WA SERIES 120 VOLT -24 VOLT POWER TU IANRM -7.0 KxRW UNv 2NIX-010V SSI AND EC SSARY. E3 /CONNECTORS 16 MINEADE SNECESSARY. SHALL BE NLESS STEEL, POW. SUPPLIES SHALL BE MINIMUM 100 WATT. I S PRFLUMENS LED. 53 PER FOOT LE LED DRIVER SU AC 000 G. WALL PROVIDE CONTINUO. GROW WITH FEED THRU . NECESSARY SURFACE MOUNTED. WIDE MOUNTING 00000000101 TD AWUST rar MOUNTING FOR THE CLOUTED ACE. STATIC WHITE (.00K1 QTR. BO. OBOfA-SW- .67-36-6VE -ENC/CL-VARIES, OR APPROD EW. PROVIDE 12. -PDGF 24 VOLT POWER SUP.1.E0.7....7-24VDC-0-I0P-SSI AND POWER FEE316 D/(OI FGRADE AT NECESSARYSTAINLESS ST. L. WEBE T LOCATION. POWER SUPPLIES SHALL BE MINIMUM IC* WATT I20 6 WATTS PER FL W T LED. 157 3WIRING ESWE`BBT LED DRIVER ©00 APPROVAL ISSUED BY BOT CONSIDEREDSUBSTITUTIONS W. BE S DAT AD.NOUM. REFER TO SPECIFICATIONS FORPRIOR AL SUBMITTAL RIOR APP SUBMIT . REW APPROVAL AND ANY N.IS. 1BdE1 I K SELECTION OF ALL LUMINAIRE CONNECTOR TYPES AND LOCATIONS APE `0 BE DETERMINED o D C COORDINATED DURISHOP DRAWING REVIEW. SHOP DRAWI.S THE CEIZZA°W..L BE STALxLESs TEEL On OW CDPVFX ALUMIBEN OSE° HAROWME AxD HWxTIxG STEMS PROVIDE FORLCUSTOML(OLORS TOR'L SELECTED BY THE ACI;HECT DI' I40UNTIx' ® DRAX6 I5 FOR REVIEW U0 "0IUINATIOx BSBHN�BE COxLIx0OI5RAN/OMW iINLE SUDMARE SWIKTH BSHOv STAINLESS STEEL. L N naR W H L F 0 PROVIDE MOUNIOW . TO THE STRUCTUREFOR APPRWIMAT I E EVERY BENOI, INCHES. ADJUSTTHEDISTANCE AS CEDED SHALL BE OR THE LTAINLESS STEEL.. L MW CLIPS AND HARDWARE O CONNEBLT , LODUT 114, L AAWIE'S D:101;=F LUMINAIRES AND INCLUDE REWIRED SUPPLIES. No. 1 Date 1 Issue / Revision ROBERT C ANSTON, PE PE 40E58 N6/ /NC. 3/// N. OR. MART/N (OTHER 5/205 JR. BL✓O. 50/TE 375 TAMPA, E( 33607 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID 50 60 010600A5 437498-1-52-02 LUMINAIRE SCHEDULE AND CUT SHEETS DWG NO. AE -002 SHEET NO. ED AND SEALED UNDER RULE 61G15-13.000, THE OFFICIAL RECORD OF CINFRAI NOTE, RCUITING OF THE LUMINAIRES ON THIS SHEET IS OIAGRAMATIC IN NATURE. R R i0 ELECTRICAL DETAILS FOR CONDUIT AND WIRE ROUTING. ALL HOMER. RACEWAYS SHALL BE ROUTED TO AND FROM THE PANELBOARD CONCEALED FROM VIEW AS MUCH AS POSSIBLE AND CONCEALED FROM VIEW FROM THE PUBLIC AY IMIBNWAYI AS MUCH AS POSSIBLE. RACEWAYS AE SURFACE MOUNTED ON THE STRUCTURAL COLUMN MIDON THE STRUCTURE. ROUTE RACEWAYS ON THE BRIDGE STRUCTURE AS INDICATED. !TYPICAL! Ea TmG OVERHEAD DDKE ENERGY s 1 vMASE vRlMaxr <ouucraas PROVIDE ISER DIPLATFORM MIOR iNFORi INFORMATION. • A 4x ticerleo CONTROL ENCLOSURE • PANEL "P' L._3 t_l "'""i�..""t=I 1�:..' "j."*" c c c c c c c c D REFER TO SHEET AE -101 FOR LIGHTING ON FINS AND PORTAL 411116 \I O ELECTRICAL PLAN 0 4' 6 16 LOCATION OF NEW PANEL 'IV SEE RISER M. PROVIDE STAINLESS ST STRUT WITH STAINLESS STEEL HARDWARE FMOUIIIING. MOUNT AT OR BUT DO NOT MOUNT PANGE EL OR TE ! STRUT DIRECTLY TO STRUCTURAL COLUMN. PROVIDE A PRE -MANUFACTURED KYNAR COATED ALUMINUM ATFCTRICAL OHE AND STAIRS TO PROVIDE ACCESS DIMENSIONSTO THE OF OVERALL AS INDICATED.IGPROVIDE LWITHRCODEO REWIRED RAILINGS MID STAIRS. PROVIDE CWCRETE PEDESTALS IN GRWND TO ANCHOR BOLT THE PLATFORM ARD STAIRS AT GRADE LEVEL. PROVIDED SHOP DRAWINGS. SIGNED AND ALED BTO LORIDBE AR GISTERED MCMl1F[i DURD BY PIG SUBMITTAL REVIEW. UTE OL FROM POLE TO METER EXISTING WITH NEW IfFRSE ELECTRICALRI"SER DIAGRAM FOR MORE RECUIRERMENTS. oM OH No. I Dare I Issue / RENista, ROBERT C ROSTON, PE PE !DESS W6/, /NC 3/// W. OR MART/IV CUTNER E/NO JR. BLVD. SU/TE 375 TAMPA fL 33607 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD ND. COUNTY FINANCIAL PROJECT ID SR 60 PINELLAS 437496-1-52-02 ELECTRICAL PLAN DWG NO. AE -101 SHEET NO. THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY S T OF THE FTYPE'r SHALL SURFACE MOUNTED ON T. LEFT SIDE OF THE FIN GEBERAL NOTE: CIRCUITING OF THE LUMINAIRES ON THIS SHEET IS DIAGRAHATIC IM NATURE. REFER 10 ELECTRICAL DETAILS FOR CONDUIT AND WIRE ROUTING, (AL LUMINAI.S HERE FOR All RIGHT OF HE PORTAL, FIXTURE TYPE 'A LLL BE LEFT 5/OF OfNlNF SIAL NIA CONTACTOR, (V.coxrncrovRl-s PROVIDE MININUM WATT Su PaLUrFO l LUMINAIRES. WEST ELEVATION - LIGHTING PLAN Cr 7 4 ROUTE RACEWAYS AND BOXESINSTALL E INSIDE OF THE BEAN (CONCEALED FROM VIEW) REFER TO DETAIL, AE-)Ol. MOO. ALL TOR ' AND O. AT TOP OER f STIR RTERS ALL TIONEMN THE PANELS... SHALL eBE EVEATCH MON eoiM VIEW AS MUCH POSSIBLE v INICHWAYI ASMUCH AS SIBLE. FROM PUBLIC BE HE sTM UM. C.V. AND ON r'E aAIEWAYS ON THE BRIDGE STRUCTURE AS INDICCATED(TYPlcnu. MA CONTACTOR) (VIA CONTACTOR) OEAST ELEVATION - LIGHTING PLAN 2 �rr D r r 4' B ' ROUTE RACEWAYS AND INSTALL BOXES HE INSIDE OF THE )CONCEALED FROM BEAM REFER TO DETAIL AE -103. No. 1 Date 1 Issue / Revision ROBERT C RALSTON, PE PE 40858 W0 /NC 3/// W. OR MARTIN L0TNER 8/80 JR BLVD. sO/TE 375 TANPA FL 33607 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID 5R 60 PINELLAS 437498-1-52-0I OVERPASS ELEVATIONS - LIGHTING DWG NO. AE -201 SHEET NO. IC FILE DIGITALLY SIGNED AND SEALED UNDER RU THE OFFICIAL RECORD OF THIS SHEET IS THE ELE No. Date I Issue / Revision LUMINAIRE SCHEDULE REFER TO SKEET AE -00I FOR LUMINAIRE INFORMATION AND CUT SHEETS CALCULATION SUMMARY NAME OVER/ASS WALKWAY 08SERVATMON DECK 61111UPHOTOMETRIC PLAN 050 FC 0.21 FC 318 FC 2 85 FC AVERAGE 1 85 FC 1.13 FC 0 08 7 23 21.77 ROBERT C ANSTON, PE PE 40858 W6/, INC 7/// W. OR. MARTIN LUTHER K/N6 JR. BLVD. 5U/TE 375 rANPa EL 33607 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD No. COUNTY FINANCIAL PROJECT ID SR 60 PINELLAS 43/498-I-52-02 PHOTOMETRIC PLAN DWG NO. AE -301 SHEET NO THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE NEIN RAKE( mow. wan RENA 4x ENDompt RYA OAP ANA yrOy NEST trOy FAST 11 00 510 510 Lso. FAD Os 04 SPAPF 01 00 SPARE SINT SPKE 00 00 SPArE Is 10 00 SPACE SPACE 00 00 SPACE 00 00 00 0.0 OD 20 SPACE SENN SPACE ARCEIr RIK Ea. LAA.S7 NOS. SPENT 000 ROO O. ONO 1005 yorDS .0 RNA FXTERIOR LIGHTING CONTROL DIAGRAM NOT TO SCALE DIAGRAM NOTFS. 0 NOAT.,ARDIoNoRICAL wan. TIRE CLOCK TOR LIGHTING corms MN 40 w RISF. 0 ;a OEEGn. 71"E YfOTE"Arr" R.E of Emu ISTA.IP.ROA GRADE - v VENATION FEEDER SCHEDULE ANIS (MPH CABO. 1001 10. /77.1V:. FRow R" TO n RCS - - - o4 AIN €K"�ANG C J ELECTRICAL RISER DIAGRAM NOT TO SCALE GENERAL NOTES: CODADINATE ALL SITE WORK WITH UTILITY COMPANIES. :. 1ALL CONDUIT 1W AND SHALL MUTED BUNDERGROUND RIED A i MINIMUM OFtzeEe F MINIMUM of HAND DIG TRENCHES NEM ANY EXISTING UTILITIES OR SYSTEMS ILE. IRRIGATION. ETC 1. DAMAGE IOANY TING LES OR SYSTEMS SHALL BE REPAIRED TO NEEWKlt CONDITION AT NO COST TO THE OWNER. A PROVIDE HANDHOLES AND FODDER AS REQUIRED. ALL SES SHALL BE (WASCWER ECRIAIN BE iFICPMIED BOX AND COVER . FLT OUT. LOCKING TYPE WITH I, HEX HEAD BOLTS. COVERS TO INDICATE 'ELECTRICAL- r GRAVEL VETS IH BOTTOM OF PULLBON DIRECTION. BORE WHERE POSSIBLE. B- DIRECTION. BORE UNDER ANY EXISTING SIDEWALKS OR PAV B. CRASS AREAS Too ORIGINAL TRENCHES AND WIiTH sou (PO SEED ALLOWED) DRAWING NOTES: p PR wa 1E NEW SURGE SUPPRESSION DEV/CES PER SPECIFICATION OS PSRT 'S MITE CONCAETFt WITH tT "XVI Su I FALL OANEL ANDEQUIPMENT. DO NOTPoSTTHOW DIRECTLYTO MO OVERPASS STRUCTURAL SUPPORT COLUMN. TIMECLO470 [a ritMlpENCLOSURE ZIALL'=A PI ISLE 0 DOORPADLOCKABLE GA KETCD AND WEATHERPROOF. CABIN ` AACNEts. HINGES, CND STR�ERs ALL AINLEES STEEL FV O[KABIE. BuO PARI NO. H PABIrXKABtE DOOR. M PTANOM05. FED THRO METER ENCLOSURE PER DUKE ENERGY OPROVIDE a PRE-MAN.ACIURE° K.11AR COATED ALUMINUM NDI'DTED Ox SHEET AE -101. WIIN HEIGHTS INOIEAFEO HERE. rex ML vutOxw cies CONCRETE PEDESTALS IN ANCHOR BOLT RTHEPLATFORM AND PR VIDE P DRAWINGS.STAIRS GNEDTAN SE SDE EALED . PROVIDED ENGINEEREDGISTED AMLATO BE v FLORIDA BY ARCHITECT BRING REVIEW ONAL ENGINEER. C SELECTED BY AHCHITE[T T� ALL NOM. UNcRAEWAYS SHAALLLvBEROUTED CH AND FRON THE D CONCEALED FROM VIEW FROM THE vUBIIC wai INILHNxvI AS POSSIBLEMUCH AS . RACEWAYS MAY BE SURFACE MOUNTED ON TH�EESTRUCIU'ALF BRIDL aBs°TR x T AF s,xu[,uRE. R E want Ox H E U[TU AS INDICATED. O o NOT MOW CONCRETE POST Olt PLATFORM STRUCTURE I EETLY TO THE OVEROASS ,EaIRICNTSREAL`UPPORT COL rf.ROM THE COLONS FEEDER/BRANCH CIRCUIT SCHEDULE DENCRIPTIoN vats IRE 600 PIPE SERVICE/FEEDER 5EARDE Pat BRANCH CIRCUIT Emmy p clorcuir v... 00 v0 AV NOTE I clamor NN freoPoINI 00716 A 10 NV RIO DAN 810 A550 AOTE PRIV CIRCUIT P -t RIO .6 Note y ci/ArAr P-7 ENDPOINT 017 0 Vs Avyx R. lap vo Aso NOTE I No. Date 1 Issue / Revision ROBERT C. ANSTON, PE PE 40858 W6/, /NC. 3/// W OR. MARTIN LUTHER 8/N0 JR. MVO. SO/TE 375 TAUEPA, FL 33607 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID 5R 60 7/NELLA5 437498-1-52-02 ELECTRICAL RISER DIAGRAM DWG NO. AE -601 SHEET NO SIGNED AND SEALED UNDER RULE 61615-23.004 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALL BOTTOM OP SEMI °LUMINAIRE TYPE 'A' MOUNTING DETAIL N ° LUMINAIRE TYPES 'C' AND 'D' MOUNTING DETAIL IMAGES ARE DIAGRAMMATIC TO SHOW INTENT - REFER TO PLAN VIEWS AND DETAILS ° LUMINAIRE TYPE 'B' MOUNTING DETAIL LEFT M THE PORTAL RICHT OF THE PORTAL FUTURE TYPE 'F ARERTYPE 'F ARE SURFACE MOUNTED ON THE ON THE LEFT SIDE OF THE FIN R ONTSIDE OF WEIN ° LUMINAIRE TYPE 'F' MOUNTING DETAIL No. I Date I Issue / Revision ROBERT C ANSTON, PE PE 40850 W67, INC. 3711 W. OR HART/N LUTHER A'/NG JR. DCVO SU/TE 375 TAMPA EL 33607 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID 5R 60 PINELLAS 437498-1-52-02 ELECTRICAL DETAILS (1) DWG NO. AE -701 SHEET NO D SEALED UNDER RULE 61G15-23.0 FILE DIGITALLY SIG WNINAIRE TYPE'C !Be CAST ALUMINUM WEATHERPROOF /UNCTION BOX CONDUCTORSRACEWAYSAND CIRCUIT FROM BOB INTO THE JUNCTION BO%/POWER CONNECTION POINT. RACEWAYS SHALL BE INSTALLED THROUGH THE STEEL BEAN AT THE CENTER POINT OP tnE BEAN. (TYPICAL) 3/4 CONDUIT WITH LIGHTING CONDUCTORS OLIGHTING CONDUIT ROUTING DETAIL 3/, CONDUIT MINTED TO IOP OF STRUCTUR LED DRIVER PLIES HOUNTED TO PROVIDE ONE DRIVER PER STRUCTURE. FINLENGTT % . DRIVERLED FR SUPPLIES MINTED 10 TOP OF STRUCTURE. PROVIDE ONE DRIVER PER FIN LENGTH. OLED DRIVER MOUNTING DETAIL 3/F'CONWII MOUNTFO TO TOP Of STRUCTURE NO. I Date I Issue / Revision ROBERT C AN5TON, PE PE 40851 W6/, INC. 3/1l W. OR. MARTIN L//TNER K/N0 JR. BLVD. 50/TE 375 TAMPA, FL 33607 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID 5R 60 PINELLAS 43/498-1-52-02 ELECTRICAL DETAILS (2) DWG NO. AE -702 SHEET NO SEALED UNDER RULE 61G15-23.004,